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Home My WebLink AboutCT 2024-0001; TYLER STREET HOMES - SB 330; Planning CommissionOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W FFFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S F F F F F F SD SDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD F F F F SD SD S S S S S S W W W S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W F F JT JT JT JT F F F F F F F SD SD SD JT JT JT JT JT J T JT JTJTJTJTJTJTJTJTJTJT JT JT J T JT JT JT JT JT SD SD JT JT 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1" = 10'-0" 5' 10'0 20'CONCEPTUAL SITE PLAN N I'.) co 0 ------- - --1-- I I 9 I I I I I I I I I I I I I I I I I I I I I I \ \ \ I \ \ \ I I ' I I I ' ' ' L __ ' ' ' ' I I ' ( I ' ' ------ ' I \ I \ I / / I I I 1---/ I f I / I / I / ~-----1/ I \ \ \ \ " " " / / / / / -------------------------T ; I / I I / / I I I I I \ \ / / \ \ I \ \ \ ~ L------------~---------------------- / / / / + .i:,. .i:,. .i:,. co I ___ _j I I I I I I I I I I I I 162'-' I .76' 15913 EXISTING AUTOMOrn/E FACILITY I + .i:,. 01 01 01 • R 1 DECORATIVE 6' TALL FENCE AROUND 1M~TER o} s1TE __________________ _ ______ ,aa 10.01 :♦~ + + : =~: UNIT 12 +/-2,176 SF + .i:,. ,------n,:::'-~n I I I UNITS I r-T-, I r--,:--,1 --l-e---I+ -2irJ:i,1 /\ I I I I I \ I I II / \ I I I I I \ ..l.\.Jt -1----t l"'H I I I BU L!tJ!lG ;C \ ccl"i I I I \ I I I I \ I I I I I I I I I I \ I I Ill ~,Js,11 \II I i I \ IL ___ _l[L ___ _ll UNIT 11 +1--2,3()2.SF-- I I I -, ---- -T-,lr-T-,1 I\ :frlol• I\ 11 I I I \ I I I I \ I I Jn-ir-t ~ ~ -r---11-n 1111 11r11 \II I I I I \ I I I I \ I I 1111 a-Li l \II 'L.i BIKE G 0 ,~~,-,-, ------ UNIT3 +/-2,176 SF BMP#6 ~A=36SF FG \ 'I 8.9F(,; I I I \I \ I L".:a.......l(J_...J I L_J!... .=i_j_ 7 -/-~---~~ \ '--,~~"""·~LT:;_ • .::B:IKF.I. D ll---l--',C:::2.-=-2·_1.,__lvl 611---11• coM•~l,MENrrV 11=;,=~'P# I "";:iif,; A = 36 SF 366 SF 48.9 FG UNIT9 +/-2,176Sfy- - -_, + -. -,~~-, >~. .i:,. c,:, UNIT2 +/-2,255 SF UNtf-1 +/-2,5 SF .i:,. co ' ----,-----=:1= --- lr-T-11r-T-7T r-T-7 II I\ 21 lj• I\ II II I\ I II 111\1111\ 1\1 I I \ I I I I \ I I I I I \ I I I I L I I I I I \ BUJLDINli:i B I I I II\ lli!(;JI l rt t I I I I I I I I I 't+- 1 I \ ~1 r~" I I I I I I I I I I I L_J!..._...J I L_J!..._::::lj_ L __ - _ _j_ _ ---=..:t ---7 LT. BIKE UNITS +/-2,255 SF \/48.~I! _ _JI L_JL_...J I __ _]_ ___ _ t,: UNIT7 W +/-2,285 SF 1 I -~ ~:!=:==:;:!Ii +'----r-.L....r-....,__,........,.....I c. :i,i-i·--r--'-1 ; :t~ -1::! ---'"' ~, .... --r--'-1 ~t~ ..----'-~~ - +++++++ --~ :♦f~N;rept.•. ,-----7 I / I / I // I / I / / I + .i:,. 01 .i:,. .... DECORATIVE 6' TALL FENCE AROUND P RIME F SITE TERMINATE AT F.Y.S.B. TRANSITION T 3'-<l' AT F.Y.S.B. I ~I • . - . -.. • • : i:" --1 I " I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \I I I I I I ~ _____['"" m ----;o ~7 I, :::a m m -I ■ I--en 0:: w _J >-I- I I I I l 40' _ _j__--tt-------i rc::46.46 FL::4 .97 40 o· L==4ro2 20.0' r 7 20.0' I I I I I I I I I I I I I I I I I I I \ 0\ CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: Project: File: Revisions: it & .& & Sheet Title: SITE PLAN Sheet Number: 3-2-24 TYLER ST. HOMES A1.1 PLANNING #1 5-6-24 PLANNING #2 6-27-24 PLANNING #3 8-8-24 PLANNING #4 10-16-24 A1.1 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) FIRST FLOOR PLAN N . 65'-3 1/2" ' 12'-9'' 4'-4" 16'-6 114" 8'-7 3/4" 8'-11" 12'-11/2" 2'-0" '. , . , , , 1 LINE OF SHED ROOF ABOVE ,-------------------------------, LINE OF DECK ABOVE LINE OF DECK ABOVE I I ,----------------7 ,-------------------7 I I i :J J-LI ~E OF 2ND FLOI ~ABOVE _ ~ □ ~ ____ LINE~~2NtLOORABOVE _____ U-l-__ ~INE OF ~ECK ABOVE __ -p i I I I : : I : : : ' I I I , I I I I ' I --', I I ' I I I ~ I~~ I' I &, ~ ~ I : I I "' . 1· I ,;, I 6, I . CLOSET J L ,. ~ --' I -----------------8'-0" --___r,,_ ---------I -.. ~ I.; I 11'-8' -' ' 11'-10" J 8'-0" \ ,. , ------, , FOYER , 11'-10" [o ' b "' -BEDROOM 1 _, -N FOYER ~ ~ FOYER , - ~ -UP 4'-1" ~ I, , ( - BEDROOM 1 i:- ® ~ U ( 41-811 , , - - UP , 41-1 11 , BEDROOM 1 --0 .... CLOSET BATH 1 -- - . ___/, ---_J --'~ CLOSET ' I L r----- \ ~ • , LONG TERML ~I r-/HW ~ "-._. ~ R~ l BIKESTORAGE ---7 ..._f"l:===-l __ L.,,,L,,_J~ --EV CHARGING ~~----=---- EQUIPMENT - - - - - ' - - ,---------MOONTEDON ___ -----7 I WALLABY. BIKE ----r-- I I ---+--1 ,---~---, I ,---71 ---, I I I II I I I I I I I I I \ I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I \ I ./. ----i --7 • I If / I : I / ~ \ pARAG~ / \ IL,-x, I I I I \ I I I I \ I : I I I \ I 2ri--2" I I I : I I \ I I I \ I I II \ I I I I \ I I I I \ I I I I \ ! : / : \ : i : / \ -7 -11-.l_ - -~ 7 I I I I I I I I I I I I 11 \ I I L -l---~_I __ _J L _______ _J I I I I I I I I I I I I I I I I I I I • -'k---T,,-~l_._ _ ___,_,_J I ' ~ _ _ _ LINE OF 3RD FLOOR ABOVE ___ _ 21'-0114" I, I I I I I I I I I I ' CL ·-x: 1..- ~ L) CL ~ -CLOSET Qr\ 11 I I 11 II 11 1111111111 ~ I \ ' I I \ I ' ' ' I I I ' I I \ I 1:1 , --' I \ I I I \ I I I I \ I : I I \ I 11 I w I I I I I I I I : I I I I I I I I 111 I :a;: C!l I \ I 1/ \1 I I \i 1/ \1 I 1ffic21 I I I I I I I I I I \ I I I _l 1-I' 1-6-o I ii 11 I 11 11 I I ii 11 I :1 , -~ --11 if -I ~ ~ I L _______ _J I L _______ _J I I L _______ _j I L __ l _____ _j 11 I-''-" I I I I I 11 CI] I I I I I 11 ~-- ' I I ' • • I _ _ _ _ LINE OF 3RD FLOOR ABOVE ___ J i--------------------------------- 21'-3114" 23'-0 114" 65'-3 112" I . , ' ., _, ::l= ' CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Dale: 3-2-24 Project: TYLER ST. HOMES File: A2.1A Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A& B FIRST FLOOR PLAN Sheet Number: A2.1A 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) SECOND FLOOR PLAN N c ,;, N ' " 10'-6" ' I r-- DECK I ~ 100 SF I I 12'-6" I I 65'-3 1/2" 10'-6112" 14'-71/2" 6'-7" , , , 10'-11/2" 10'-11" 2'-0" . , LINE OF SHED ROOF BELOW ~-------------0 ------------------7 I LINE OF DECK ABOVE I rl====''.IS==========i==n--------17 1 ------------7 I I I I I : LINE OF 3RD FLOOR ABOVE : ----------------7 , I \ p WDER I• ~ co5' DECK I "'-q, "-----=I. 117 SF : " V ••• 0 ,,--... I I , I ·, I I DECK I POWDE~ q, 1 63 SF I : 10'-6" ~ : I ~---------_J uo C ,,-K-'---_r----1_4'-_8" _____ t ~I c::,f _l_p~~~E~ I, I L _______ --_J -- ' -, I I : DECK I 67 SF I I I I ' - LIVING 16'-6" Fi Fi II DINING I f---_, ..,. ~ II ,. UP , I-~•'._ -, DN I' • q, ... " CLOSE~ REF 9 co IX I =----------1>'''-----------'---------,l'<------Jf----¥' I , I , ' I 5'-2" 5'-0" . ·-o·· I I I ',-I KITCHEN L_------1---7 I I I I 6'-0" , ,. I I PANTRY I ' I ' I 9 ' ___ J -I N J, " ~ _ _ _ LINE OF 3RD FLOOR ABOVE ___ _ 21'-0114" f---_, ..,. ~ LIVING , UP "rtc:::-----tl A ' - ~- ' ---' --- LIVING ' I-- - ---l'H--- - - - ,. [[ I I __ J 009 0 co I' I' 16'-8" Fi \ DINING = = I I I I I I I-~II--,. J] 'DN . X J ~l ~f,___''t'-O"_"-------.,f'-~--4~_-_"l___"""""""~~~~ (CLOSET I P'-0" 5'-10" • I • I I I I I I I I ' I KITCHEN GG ••• REF ,------ I I __/ PANTRY i-------------------------------- 21'-3114" ,. 65'-3 1/2" . 'DN • O') ' ... . ' REF X 4'-0" , • 5' '° , [[ s·-011 18'-3" Fi DINING , , ~ - -~~.~ •• ~~-~,----j GG DNV I [o KITCHEN ' ... ' J] I (CLOSET . 4'-2" ' DECK 67 SF ~ -- I I I I I I I I I I ,----------- L ____ 7 I ' I ' 000 I 9 I PANTRY "' 0 0 ' I 6'-0' , ,, I _ _ _ _ LINE OF 3RD FLOOR ABOVE ___ J 19'-0 114" 4'-0" I -_J ' I I I I I I I I J ' , ' ' ~ - , " CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.2A Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A& B SECOND FLOOR PLAN Sheet Number: A2.2A 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) THIRD FLOOR PLAN N 65'-3 112" .. 7'-10" 13'-4" 13'-5114" 7'-7 3/4" ,, ' ' --7 i ----------------- I I I I r-------,- ' ' DECK b I I DECK b ' I 12'-4" I 12'-9" ' 69SF ;:.. V I, I, , !\SF ;:.. b ( ·' , I ' , ~ I 9'-10" ~ I I I , I I • " . " ~ I -. " __ J I . ~-- I -- ---------I-------- rr= II 1--1 PRIMARY PRIMARY 1--1 I =;i ~ ~ ' BEDROOM BEDROOM ' 7 6" :a.,-~ -:a.,-7'-5" ~ ~ , PRIMARY PRIMARY • /l-~ • N CLO/ \SET N ' ' a, a, -- I II II II --II II n---~- b l'= ------ ·' I\ I I I I\ I I I\ I I ~ • • • --I ~ " I ~l 1-------- ~I (J I------ ® ,__ ____ CD 1-------- 1---------'f;:----717 1-------- 1--------;... 11 ,/ ii 1-------- = .,:_ I /, I ~ PRIMARY ' 1--------IL -_'J'J 1--------00 BATHROOM (0 "--PRIMARY 1--------1-------- '[':" ->--;-i BATHROOM ~->--;-i 1'-0" ® 21i-- - -81-911 e-~---,, D II ' I ,, D II ' I 'I i,'-4" IL-.<'. ~I----, IIL <'. ~+----,, L' V ,'----.__ -L' V ,'----.__ -" --i-, ~ ( !~ I w w ( 31-B" 31-811 ,, , I -~ , '\ , IX \ {\ ir\ LINEN . LINEN ' DN DN I • I ·e I ~ \J © 'r:----"717 I , ,,-:: I ~---717 I ii /~"711 -( 11 ,/ ii LL ___ "J ~TH2 • :r I ~ I /, I 0 I JL ___ _'j_J X "' BATH2( I &, BUILT I '---" ' ' "' 'I BUILT IN . '-..../ ' 9L ' ' I I ~ I 11 ~- I 7 I IX '"½9ffiT I 111 I -r--I ~ I ~ f-" • I =1 f-" :7 1 61-3" --I r-- ~ r--co ~ , __)" 5'-911 I I ' -7'-11 1' CLOSET I, I -~ f-" ~ ' I I ' I I I II ' I I! a n/ ~ I I I -~ ' I . "' ~ ~ ~ 6 ' BEDROOM2 ' 1--1 ~ ~ ' - I I -~ b - ~ I I ~ BEDROOM3 I I BEDROOM2 b ~ - ·' I I ~ ______ _l_ ____ 12'-11" 10'-0" 10'-2" L ~ --r --~ ~ - ' . . • ' • ,-I I I I I B'-2 1/2' 13'-9112" 21'-3114" ,, . 66'-3112" . , 13'-21/2' 7'-10" 2'-0" , , ------------------------------- ' r-I DECK b 12'-4" I ' I, ' I, \ 69SF ;:.. I' , I I ~ 9'-10" I • -I " L __ -rrr r PRIMARY b II I -I BEDROOM ' -:a.,-7'-611 ~ , PRIMARY ~ • \SET N ' a, --II II II -----I I I I I I • u~ . ----- I__) -----\ G) -----2'-0" -----, = ~ I-----J ' 00 7'-6" I-----" --;-i , f----f", ,"71 I G) I :,. II D f-----+;~ PRIMARY ; Le--_'j_J r~•~ BATHROOM_., --w \ __) 3'-8" , ~ ( . LINEN (\ I' DN ' __) • = 'f:" ___ "717 © I ' ~ 11 '/ ii ~ ' I / '-I V 1o LL_ - - -_'j.J \ BATH2 UILT IN &, ' "' . '-._.,/ -', XI I __) I 1--11 ~I 8'-11" : CLOSET -y " I I , a ~ I ' -"' -~ BEDROOM2 I -I I I 12'-11" ______ _J_ _____ I ~' 13'-9112" 9'-2 314" . . -, I I I I I ,- b ·' ~ , ' ";> "' ' 5' m "" 9' ~ ~-7 I I I I I I I I I ' I I I b I ·' __ J ~ • ,- CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.3A Revisions: Lb. PLANNING #1 5-8-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A& B THIRD FLOOR PLAN Sheet Number: A2.3A 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) ROOF PLAN N DECK BELOW ,--------- 1'-6" TYP.1 I I I I I I I ,J ~1 PV SOLAR ZONE L_ ________ _ ROOF BELOW ~ j I I I I I I ,---- 1 I I I I PV SOLAR ZONE N -a-; RIDGE N a-; 3:12 w 8 a' L ______ _ LINE OF BUILDING BELOW ----------------------------7 3:12 3:12 ~ ~ 3:12 LINE OF BUILDING BELOW w 8 a' 3:12 I I I I I LINE OF PORCH SHED ROOF BELOW DECK BELOW ,----------------7 I w I I 8 I I ii" I I I I I 3:12 3:12 SKYLIGHT TYP. ~ ~1 RIDGE ~1 ~ SKYLIGHT TYP. 3:12 3:12 DECK BELOW ---------7 I I I I I I I I I I I I I I I I I 1'-6" TYP. ~ L_ 4:12 ~1 ___________ _J w 8 a' I I _ ___ J 1'-6" TYP. ROOF BELOW ~ I CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.4A Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A&B ROOF PLAN Sheet Number: A2.4A 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S TYLER STREET HOMES CARLSBAD, CA TYLER STREET HOMES CARLSBAD, CA CONCEPTUAL EAST ELEVATION -BUILDING A 6-27-24 All IDE>I.S. DF.SGNS AND DiRECTlC,N INDICATED WITHltJ THE~F. ORAWINC,SARF. THE FRO?ERTY OF KIRK MOELLER ARCHITECT.$, IN~. AND ARE IHTE~DED TO 30 AS:SOCIA TED WITH ms SPECIFf~ P,'10JECT Ct,'LY /\tlD SiiALL NOT DTHERWl~EEE LO:OED FOtrn~r PURPOS:: l'l'HAThOEVER \'IITH(JUTl'HE l'ffilTTEl1 OONS:NH )F KIRK MO ELL CR A~CHliECTS, INC. iHERE SHALL BE NO CHAt-(;ES OR DE',lATIONS F~OI~ THESE DRAWl~G.S 00. ACCOl,1?ANVING SPECIFICA TIDN~ WITHDUT TllE \\'liJTTW ~ONSE~'T OF THE ARCHITECT CONCEPTUAL EAST ELEVATION -BUILDING A 6-27-24 i'LL IDE...S, Dl:S~NS AND ~RECTION INDICATED WITHIN THESE DRAWINGS /IRE THE PRO.>ERTY OF KIRK l~OELLERARCHITECTS, It./:. AND ARE INTE~DED TO 3C ASSOCIATEllWITH THIS 5PECIFK: P,'10JECi ct-'LY /\tlD Si1ALL NOT OTHERWl~EeE l'SED FORA~Y PU~POSC \"l'HATSOCVER WITHOUT THE 'M\IITTN OONSEr{f OF KIRK .•~ELL:::R ARCHliECTS, INC. iHERE SHALL BE NO CHAt.>:;ES 0~ DE\ilATIONS F~Cll~ THESE DRAWl~GS OR AGCCM?ANYIW3 SPECIFICATION~ WITHOUT THE WRITTEN cor~H'T Cf THE ARCHITECT ~IRK ,.-,□ELLER .~RCHITECTS. INC. Km K@KS1.~R CH ITECT5 INC' ca M 7b□□14·□12□ ~l~K ~·□ELLE~ ORCHITECT5, INC, <I~ K@KM.~R CH ITECT5 INC, c a M 76□·B14•B I ZB "--. ------=---- @ JAMES HARDIE STRAIGHT EDGE SHINGLE SIDING 1ST FLOOR COLOR "1" AT ALL BUILDINGS: LAST EMBERS JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "2" AT BUILDINGS AAND D: BOOTHBAY BLUE JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "3" AT BUILDINGS BAND C: GRAY SLATE 0 JAMES HARDIE COMPOSITE BOARD & BATTEN SIDING, COLOR: ARCTIC WHITE © MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF ® ELDORADO STONE: STACKED STONE -COLOR: SILVER LINING SEE ELEVATIONS SHEETS FOR MATERIAL LEGEND. TYLER STREET HOMES CARLSBAD, CA -------- ---------~~ - ---•-~------- --~ -<- © LIGHT PAINT (FASCIA/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE 0 LIGHT PAINT (ACCENT/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE DECORATIVE DECK GUARDRAIL -PAINTED WHITE WITH SW IRON ORE SPINDELS AND TOP CAP 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH BLACK FRAMES @ DECORATIVE NATURAL WOOD TONE GARAGE DOOR COLOR AND MATERIAL PALETTE ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHN TI1ESE DRAWINGS AAE T'HE PROPERTY OF KIRK r.40aLERARCHITECTB, NC.~ ARE INTENDED TO BEASsoaATED WITH THIS SPECIFIC PROJECT ONLY AND SllAU NJT OTrERWISE DE USED FOR/Wf PLR'OSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MDELl.ERARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVLO,TIONS FROM TrESE DRAWIOOS OR ACCOW'ANYING Sf'ECIACATIONS WITiiOUT THE WRITTEN CONSENT OF THE MIJilTECT. KIR>< MOELLER AR□HITE□T~, INll. Kl RK.@"MAR□HITEUT~IN Cl,□□ M 75D·Bl4·Bl~B CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A3.0 Revisions: it PLANNING #1 5-6-24 & PLANNING #2 6-27-24 .& PLANNING #3 8-8-24 & PLANNING #4 10-16-24 Sheet Title: COLOR& MATERIAL PALETTE Sheet Number: A3.0 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) WEST ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) NORTH ELEVATION " " . TOP PLATE .. -,;, ~ F.F.E. '-I' . "'TOP PLATE I ill '.:i' !g ·" m ~ F.F.E. '-I' "' TOP PLATE . I "' ~ 9 '- .. ~ ~-F.F.E. ,1 PAD ELEV. ~ TOP PLATE ee ~ F.F.E. ' ' " TOP PLATE C I ~ 9 '- F.F.E. " TOP PLATE I ~ 9 '- .J-, F.F.E. 'r'r. PAD ELEV. 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" • • ---- - - - - II I - I II II II I I II I I " ' " ------ JAMES HARDIE COMPOSITE BOARD© AND BATTEN SIDING MEDIUM GRAY SHINGLE ROOF © PAINTED FASCIA-WHITE TO 'E' MATCH ARTIC WHITE \.:.I BLACK WINDOW FRAMES TYP. 0 JAMES HARDIE SELECT CEDARMILL ~ LAP SIDING 'C{v::::J JAMES HARDIE COMPOSITE BOARD © AND BATTEN SIDING DECORATIVE DECK GUARDRAIL - PAINTED WHl"IE WITH SW IRON ORE © TOP CAP JAMES HARDIE COMPOSITE TRIM BOARD JAMES HARDIE SELECT CEDARMILL LAP SIDING WHITEWINDOWTRIM 0 MEDIUM GRAY SHINGLE ROOF© JAMES HARDIE STRAIGHT EDGE@ SHINGLE SIDING DECORATIVE WOOD COLUMN WHITE 0 DECORATIVE WALL SCONCE (D DECORATIVE NATURAL WOOD TONE® FRONT ENTRY DOOR H DECORATIVE EL DORADO STONE FINISH,,:;,, STACKED STONE -SILVER LINING ~ GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE TYPICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDE A 4" WIDE AND 2" DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM TliAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. 8. GlJTTERS SHALL BE DECORATI/E PAINTED METAL. PAINT HATCH LEGEND m COMPOSITE STRAIGHT EDGE SIDING PER COLOR/ MATERIAL SCHEDULE @ CII] COMPOSITE DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE @@ D COMPOSITE BOARD & BA TIEN SIDING PER COLOR/ MATERIAL SCHEDULE © n----n l~I I I l_ ____ J MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF © II STONE PER COLOR/ MATERIAL SCHEDULE 0 COLOR/ MATERIAL SCHEDULE @ JAMES HARDIE STRAIGHT EDGE SHINGLE SIDING 1ST FLOOR COLOR "1" AT ALL BUILDINGS: LAST EMBERS @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "2" AT BUILDINGS A AND D BOOTHBAY BLUE @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "3" AT BUILDINGS BAND C: GRAY SLATE © JAMES HARDIE COMPOSITE BOARD & BATTEN SIDING -COLOR: ARCTIC WHITE © MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF 0 ELDORADO STONE: STACKED STONE-COLOR: SILVER LINING © LIGHT PAINT (FASCIA/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE 0 LIGHT PAINT (ACCENT/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE © DECORATIVE DECK GUARDRAIL-PAINTED WHITE WITH SW IRON ORE SPINDELS AND TOP CAP ® NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH BLACK FRAMES ® DECORATIVE NATURAL WOOD TONE GARAGE DOOR KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. (D BUILDING ADDRESS LOCATION PER CITY OF CARLSBAD STANDARDS. (D 4" WIDE DECORATIVE COMPOSITE WINDOW TRIM. PROJECTS 2" MINIMUM FROM WINDOW. © WOOD COLUMNS CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A3.1-2A Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A&B ELEVATIONS Sheet Number: A3.1A EAST ELEVATION BLDG A. FACADE TRANSPARENCY (BLDG. B MIRROR) 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) EAST ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B (MIRRORED) SOUTH ELEVATION TOP PLATE F.F.E. TOP PLATE "-0 0 °' "-0 a. 0 ,_ b ' ;.,; !g ·' m F.F.E. TOP PLATE F.F.E. PAD ELEV. ~ ro TOP PLATE ~ -'" "' F.F.E. ,. '1" ~ TOP PLATE "-"I 0 ~ ~ "-0 0 a. ·' -0 ,_ b i ~ -_, m "' F.F.E. ,. '1" ~ TOP PLATE "I ~ 0 ·' - ~ ~ ·' ro .J-.. F.F.E. 'I" r. PAD ELEV. 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I I I I I I I '' I I I I I I I I I ----I-I---1-1--t II U I II Il l • I· -- - - l II MEDIUM GRAY SHINGLE ROOF © PAINTED FASCIA-WHITE TO© MATCH ARTIC WHITE BLACK WINDOW FRAMES TYP. 0 JAMES HARDIE COMPOSITE BOARD© AND BATTEN SIDING DECORATIVE DECK GUARDRAIL - PAINTED WHITE WITH SW IRON ORE © TOP CAP -1-------JAMES HARDIE COMPOSITE TRIM fs\ ----BOARD -ARCTIC WHITE COLOR TYP. \.'.:./ JAMES HARDIE SELECT CEDARMILL ~ LAP SIDING 'yV::;,1 ;:1-f==!tt:=:J--t---------WHITEWINDOWTRIM © - - -- f- _.,.,------MEDIUM GRAY SHINGLE ROOF © I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '. 12 -= 4 I 11111111111111111111 I Ill 1111 I Ill I I I II I I Ill I II I I I II I I I II I I I I 11 "' I I II II II " " II ~ I II II "" I I II II II )L ~ II I II II II II I I II II II [ ~ II I II II LJ~c II II I I II II II r ~ • JAMES HARDIE STRAIGHT EDGE @ SHINGLE SIDING 1---l-----------DECORATIVE WOOD COLUMN WHITE © ltt---.,.iittt--+-+--------DECORATIVE WALL SCONCE (D I'\ I I I ' I l ~-==-=}ttJ---t-t----------DECORATIVE NATURAL WOOD TONE® I / / I FRONT ENTRY DOOR H I/ ----STACKED STONE-SILVER LINING ~ ~ • ---------DECORATIVE EL DORADO STONE FINISH r.;\ -I -----_____ _._ ____________________________ _._ ____ _.__.._ ______ .._ ____ _._ _ _._ _ _._ ____ _ 3RDFLOOR 2ND FLOOR 1ST FLOOR UPPER FLOOR FINISHED FLOOR TO FINISHED CEILING BUILDING WALL AREA □ FACADE TRANSPARENCY AREA EAST ELEVATION FACADE TRANSPARENCY 2ND FLOOR WALL AREA: 428 S.F. TRANSPARENCY AREA: 114 S.F. (27%) OK 3RDFLOORWALLAREA: 441 S.F. TRANSPARENCY AREA: 110 S.F. (25%) OK GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE TYPICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDE A 4" WIDE AND 2" DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM THAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. 8. GlJTTERS SHALL BE DECORATI/E PAINTED METAL. PAINT HATCH LEGEND m COMPOSITE STRAIGHT EDGE SIDING PER COLOR/ MATERIAL SCHEDULE @ CII] COMPOSITE DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE @@ D COMPOSITE BOARD & BA TIEN SIDING PER COLOR/ MATERIAL SCHEDULE © n----n l~I I I l_ ____ J MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF © II STONE PER COLOR/ MATERIAL SCHEDULE 0 COLOR/ MATERIAL SCHEDULE @ JAMES HARDIE STRAIGHT EDGE SHINGLE SIDING 1ST FLOOR COLOR "1" AT ALL BUILDINGS: LAST EMBERS @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "2" AT BUILDINGS A AND D BOOTHBAY BLUE @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "3" AT BUILDINGS BAND C: GRAY SLATE © JAMES HARDIE COMPOSITE BOARD & BATTEN SIDING -COLOR: ARCTIC WHITE © MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF 0 ELDORADO STONE: STACKED STONE-COLOR: SILVER LINING © LIGHT PAINT (FASCIA/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE © LIGHT PAINT (ACCENT/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE © DECORATIVE DECK GUARDRAIL-PAINTED WHITE WITH SW IRON ORE SPINDELS AND TOP CAP 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLA2ING WITH BLACK FRAMES ® DECORATIVE NATURAL WOOD TONE GARAGE DOOR KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. (D BUILDING ADDRESS LOCATION PER CITY OF CARLSBAD STANDARDS. (D 4" WIDE DECORATIVE COMPOSITE WINDOW TRIM. PROJECTS 2" MINIMUM FROM WINDOW. © WOOD COLUMNS CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, IND. 2888 L□KER AVE. EAST, STE 220 CARLSBAD, CA 92010 KIRK@KMARCHITECTSINC.O□M ?6□-814-8 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A3.1-2A Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING A&B ELEVATIONS Sheet Number: A3.2A 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) FIRST FLOOR PLAN N . 63'-31/2" 12'-9'' 4'-4" 3'-10 3/4" 13'-0" 4'-4 1/2" 7'-101/4" 4'-4" 12'-9" ,. LINE OF DECK ABOVE LINE OF DECK ABOVE ,----------------7 -------------------7 ,----------------7 i :J d -_LI ~ECJF_2ND ~LOI ~ ABOV:_ - I 7 ~-- - LINE OF 2ND FLOOR ABOVE --------------- I I r--1-o [ : I I t1 ;::::::=l=====F==~-r==t=:::::7 I I I I I I I , ____ _.1 I I ' I ,. ' L __ I I~ I I I "' ,__ __ ___,, I I • CLOSET I I -----------+----__ J 12'-1" . -CLOSET CLOSET """"':. I I I I , I I ' I I 'i' I I N I I l - . ' ~ _ _J 11'-10" . -, _/ ~ ~ - IJ'-----------+-0 ---------,1'1, _/ ' \_ _) 11'-10" , - ' - - [o ' "' -BEDROOM 1 -FOYER UP 4'-1" ___/, CLOSET I I L r----- [:] .... , _____ _J_ __ G "', ~BIKE_STORAGE_ j ,, EV CHARGING ----=----- "i' LONG TERM L 1· EQUIPMENT - - - - -,--------MOUNTED ON ---------7 I WALL ABVI BIKE --I -- I I ---+--1 ,---~---, I ,---71 ---, I I I II I I I I \ I I I I \ I I I / \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I I I I \ I I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I \ I L -----i --7 • I If / I : I / ~ \ pARAG ~ / \ IL--x, I I I I \ I I I I \ I : I I I \ I 2ci,_2, I I \ : I I \ I I I \ ' I II \ I ' I I \ I I I I \ I I I I \ ! : / : \ : i : / \ -7 -11-1_ __ ~7 II I 11 \ 11 I \ I I 11 \ I I L _j_ __ ~_I __ _J L _______ _J I I I I I I I I ' ' I I I I I I I I ' [o FOYER [o ' ' "' "' BEDROOM 1 FOYER BEDROOM 1 -- ( UP UP , ,. ~ 41-1 11 , , REF 4'-3" , • BATH 1 • W/D ~'-10"~ f :-v'-'-A""-~"-l+,1:,_~~-,------c~=-"/ ~~I ~ (\ - BATH 1 ,,,..........,, 0[:J[:]~1 1 koNGTERM 1f1 L BIKE STORAGE J ------ -·~ EV CHARGING EQUIPMENT ;:: ;!-====~:::::::=::;~::::::l--t=·~~(~.5 '1 r====ll_ ~ :=:-::: -= ~1 ~l~~NS~~:~;L~----':,t,_JL_R_j..=o=:::f'r) ~ - - - - -EV CHARGING -----T ----- ----- 1 --MOUNTED ON ----,-------_-_-_-7--1 -EQUIPMENT -,----------7 1 WALLABY. BIKE I ---1----r---MOUNTEDON I I I ---1--1 ,---71---, I ,-1---71---, I --t-- -WALL ABV. BIKE I I II I \ I I I I \ I I I I \ I I I \ I I I / I I I I I \ I I I I I I I LINEbF~AC I I--( I \ I I I I \ SHAFI! AT 12ND I _,,,/'I I I \ I II I I \ FLOqRABOVE V I I I I I b I \ GARAGqCEILING I I I \ I I ~ I \ ~icAIJALL_,~~ ~ I I \ I _:. [' I \ I l'x :__,, "x"l 1 I I \ (pAKAG~ I \ Le -( -I '---, , _ ~ I I I \ I : I I \ I I ! : / \ ?O'-f : / \ : ! I, 1:/ \:1:1 \:1 · I I I \ I : I I \ I I I I I \ I I I \ I I I I I \ I : I I \ I I I I I \ I I I I \ I I I L _______ _J L -1-______ _J I I I I I I I I I _J ' I I I I I I I I ' ,---11---, I ,-------, II I I I I \ I \ I I I I \ I \ I I I I \ I \ I I I I \ I \ I I I \ I \ I : I I \ I \ I I I I \ I \ I I I I I / \ 9AAAG~ / ~ \ I \ I : I I \ I \ I 20,12,, I I \ I I I I I \ -'k--T,.-~l_._ _ ___,_,_J I • • I • • ~ ____ LINE OF3RD FLOOR ABOVE ___ __ ____ LINE OF3RD FLOOR ABOVE ____ J i--------------------------------- 21'-01/4" 21'-31/4" 21'-0 1/4" 63'-31/2" , . ,. CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Dale: 3-2-24 Project: TYLER ST. HOMES File: A2.1C Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C & D FIRST FLOOR PLAN Sheet Number: A2.1C 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) SECOND FLOOR PLAN N 63'-3112" .. 10'-6' 10'-61/2" 14'-7112" 6'-7" ,. . . . ' ' -------7 I I I . r---------------~ I --" DECK I ' I V ••• ~ DECK • ~ I • ~ I ..,-..._ ~ 100 SF I p WDER I•• I • 117 SF I b, I 12'-6" ' _, re, ~ I -14'-6" I • _____ _J • C_ ' 12001~ I------~ POWBE~ ----- ' ' 0 -. ,. • • <'> <'> ' ' re, re, -f-... -f-... ' ' .,. .,. -UP , -UP ' " ' --LIVING LIVING - ,I A ~ ' ~ ' c ~ ~ -· • I------' I----rn ,, N 16'-6" ----3'.8" 16'-11" ----3'.6" ~ --~ -- I, I, ,_ I, ' -. ~·A ---' r-::::.: A -~ -- ---- ~ Fi Fi Fi = \ II II [[ J] DINING . DINING . DN ,, 'DN • a, 1', cc== ' = .,. = ' "' lo lo ' ~ ' ~ . ~ ~ I • " ' . .,.OSET\ ' I ,, I C 1!i REF I I X __ J I I oo J ' . .G b I (CLOSET I ' b IX ' :G ' 0 00 I 00 I oo I I 5'-2" 5'-0" . ·-o·· I ~ '-0" P'-0" 5'-10" ,, I, " I :□ECK • , , , • I • I --7 . • I • I I I I __/ I 67 SF I I • I I ' I ,-" ~ ~ I I -I -KITCHEN I KITCHEN -I ~ b b PANTRY I ' I I ' L_ ___ .,. .,. ---~--7 I I 6'-0" I • I I ' I 000 ' ___ J L_l::;>-,, i REF , 5' I ~~· DIW GG ----~-• • PANTRY I 0 0 "' ,: I ' N J, . ,, • •• I . " I I L ________________ _ 21'-0114" 21'-3114" 63'-3112" 10'-1112" 10'-11" .. ' I . --~ ' I DECK ~ : ·( I ~ POWDER I 100 SF b, I ' 12'-6" -re, I L _____ ----- • ' -,. ? :n f-... ~ ' .,. UP -' " -LIVING ' -' V' ---' ' ----3'.8" ---16'-6' --r:7 • - = Fi [[ J] . DINING 'DN • 0 ~ >=== ' b .,. ' .,. ~ ' I C OSE~ ' X 4'-0" 9'-011 4'-10" I, , , , ' , c;, -••• ---"' ' GG I PANTRY I DIW I ' --' ..- ' I KITCHEN lo I ' .,. I ,-------- I I ' I ' 000 I L_ - ----q-7 -----fi_l:r -I-~ "' 0 0 I I . I I I I I _________________ J 21 '--0" . 9 "' , --. ~7 ~ .,. 9 -..,. _J . CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.2C Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C & D SECOND FLOOR PLAN Sheet Number: A2.2C 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D THIRD FLOOR PLAN N 65'-3 112" .. 7'-10" 13'-4" 13'-5114" 7'-7 3/4" ,, ' ' --7 i ----------------- I I I I r-------,- ' -DECK b I 12'-4" I 12'-9" I DECK b ' I ' 69SF ;:.. V I, I, , !\SF ;:.. b ( , I ' , ·' ~ I 9'-10" ~ I I I , I I • " -" ~ I --" __ J I -~--I -- ---------I-------- rr= II 1--1 PRIMARY PRIMARY 1--1 I =;i ' ~ ~ ' 7 6" :a.,-BEDROOM BEDROOM :a.,-7'-5" ~ ~ -~ , PRIMARY PRIMARY • /l-~ • N CLO/ \SET N ' ' a, a, -- I II II II --II II II---~- b l'= -------- ·' I\ I I\ I\ I\ I\ I I ~ • -• --I ~ " I ~l 1-------- ~I (J I------ ® ,__ ____ CD 1-------- 1---------'f;:----717 1-------- 1--------;... 11 ,/ ii 1-------- = .,:_ I /, I ~ PRIMARY ' 1--------IL -_'J'J 1--------00 BATHROOM 1--------(0 "--PRIMARY 1-------- 'f:" -~;-i BATHROOM ~-~;-i 1'-0" ® 21i-- ----81-911 e-~---,, D II ' I ,, D II ' I 'I i,'-4" ll'.<'. ~I----, IIL<". ~+----,, L' V ,'----.__ -L' V ,'----.__ ---" --i-, ~ ( !~ I w w ( 31-B" 31-811 ,, , I -~ , '\ , IX \ {\ ir\ LINEN -LINEN ' DN DN I • I ·e I ~ \J © 'r:----717 I , ,,-:: I ~---717 I ii /~"711 -( 11 ,/ ii LL ___ "J ~TH2 • :r I ~ I /, I 0 I JL ___ _'j_J X "' BATH2( I &, BUILT I '-._./ ' ' "' 'I BUILT IN -'-..../ ' 9L ' 7 ' I I ~ I 11 ~-I I IX '"½9ffiT I 111 I -r--I ~ I ~ e--• I =1 -:7 1 61-3" --I -~ r--co ~ , _)" 5'-911 I I ' 7'-11 1' CLOSET I, I --~ -~ ' I I ' I I I II ' I I! a n/ ~ I I I -~ ' I . "' ~ ~ ~ 6 ' BEDROOM2 ' 1--1 ~ ~ ' - I I -~ b - ~ I I ~ BEDROOM3 I I BEDROOM2 b ~ - ·' I I ~ ______ _J_ ____ 12'-11" 10'-0" 10'-2" L ~ -~ - ' , , • ' • ,-I I I I I 8'-2 1/2' 13'-9112" 21'-3114" ,, , 65'-3112" , 13'-21/2' 7'-10" 2'-0" , ' i--- I I ' 12'-4" I b DECK I ' I, I, ,._,___ 69SF I' I , I\ I ~ 9'-10" I I -" -L __ -I~ --- PRIMARY =;i -~ I BEDROOM ! 7'-" - PRIMARY ~ • \sgr --II II II I -----='.l I I I I ' " I I - \ I ----- I_) -----G) ----- ----- = -----PRIMARY~ -----BATHROOM " --717 ----{S G) I / ii D ---:k > I 81-411 _'j_J ,, -_____ ) ~ -i---w I J i \ 3'-8" , I ~ I ( X I -LINEN (\i I' DN ' ~ I = 'r:----717 © \) ~ 11 ,/ ii ~ I ' I /, I CD LIL - - -_'j_J I I ~ATH2 UILT IN &, I ' "' -~ • ' ' XI _) == !=1 • c=: ~ -' -~ CD c=: CLOSET 7'-11" == L-t -y " - I\ -~- a !J I ~ ~ I ' -"' . I -~ BEDROOM2 I -I I I 12'-11" -________ J , - I ~' 13'-9112" 8'-2112'' , , - b ·' ~ , " b ·' ~ - " 5' ~ ..,. :r 0 "' b ·' ~ • - CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.3C Revisions: Lb. PLANNING #1 5-8-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C & D THIRD FLOOR PLAN Sheet Number: A2.3C 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) ROOF PLAN N DECK BELOW ,--------- 1'-6" TYP.1 I I I I I I I ,J ~1 PV SOLAR ZONE L_ ________ _ ROOF BELOW ~ j I I I I I I ,---- 1 I I I I PV SOLAR ZONE N -a-; RIDGE N a-; 3:12 w 8 a' L ______ _ LINE OF BUILDING BELOW ----------------------------7 3:12 3:12 ~ ~ 3:12 LINE OF BUILDING BELOW w 8 a' 3:12 I I I I I DECK BELOW ,----------------7 I w I I 8 I I ii" I I I I I 3:12 3:12 SKYLIGHT TYP. ~ ~1 RIDGE ~1 ~ SKYLIGHT TYP. 3:12 3:12 w 8 a' DECK BELOW ---------7 I I I I I I I I I I I I I I I I I 1'-6" TYP. ~ I I I L7 I I I _________ _J 1'-6" TYP. ROOF BELOW ~ I _ ___ J ~1 CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A2.4C Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C&D ROOF PLAN Sheet Number: A2.4C 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) WEST ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) NORTH ELEVATION " u. 0 0 <>: u. 0 a_ 0 >- b ' ;3; " _,__ ,_TO_P_P_LA_T_E _____ _ ~ F.F.E. '-I' . "'TOP PLATE I ill '.:i' !g ·" m ~ F.F.E. '-I' •"' TOP PLATE I ~ 9 '- ----- ----- ~. F.F.E. "t-:l<.-::-=:=-:---·-- - - - -,1 PADELEV. TOP PLATE ee ~ F.F.E. " TOP PLATE C I ~ 9 '- ~ F.F.E. " TOP PLATE I ~ 9 '- .J-, F.F.E. 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PAD ELEV. ro JAMES HARDIE COMPOSITE BOARD © AND BATTEN SIDING MEDIUM GRAY SHINGLE ROOF © PAINTED FASCIA-WHITE TO 'E' MATCH ARTIC WHITE \.:.I BLACK WINDOW FRAMES TYP. 0 JAMES HARDIE SELECT CEDARMILL ~ LAP SIDING 'C{v::::J JAMES HARDIE COMPOSITE BOARD © AND BATTEN SIDING DECORATIVE DECK GUARDRAIL - PAINTED WHITE WITH SW IRON ORE © TOP CAP JAMES HARDIE COMPOSITE TRIM 's' BOARD -ARCTIC WHITE COLOR TYP. \..V JAMES HARDIE SELECT CEDARMILL ~ LAP SIDING 'C{v::::J WHITEWINDOWTRIM 0 JAMES HARDIE STRAIGHT EDGE@ SHINGLE SIDING DECORATIVE WOOD COLUMN WHITE 0 DECORATIVE WALL SCONCE (D DECORATIVE NATURAL WOOD TONE® FRONT ENTRY DOOR H DECORATIVE EL DORADO STONE FINISH,,:;,, STACKED STONE -SILVER LINING ~ GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE TYPICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDE A 4" WIDE AND 2" DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM TliAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. 8. GlJTTERS SHALL BE DECORATI/E PAINTED METAL. PAINT HATCH LEGEND m COMPOSITE STRAIGHT EDGE SIDING PER COLOR/ MATERIAL SCHEDULE @ CII] COMPOSITE DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE @@ D COMPOSITE BOARD & BA TIEN SIDING PER COLOR/ MATERIAL SCHEDULE © n----n l~I I I l_ ____ J MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF © II STONE PER COLOR/ MATERIAL SCHEDULE 0 COLOR/ MATERIAL SCHEDULE @ JAMES HARDIE STRAIGHT EDGE SHINGLE SIDING 1ST FLOOR COLOR "1" AT ALL BUILDINGS: LAST EMBERS @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "2" AT BUILDINGS A AND D BOOTHBAY BLUE @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "3" AT BUILDINGS BAND C: GRAY SLATE © JAMES HARDIE COMPOSITE BOARD & BATTEN SIDING -COLOR: ARCTIC WHITE © MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF 0 ELDORADO STONE: STACKED STONE-COLOR: SILVER LINING © LIGHT PAINT (FASCIA/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE 0 LIGHT PAINT (ACCENT/ TRIM)· COLOR MATCH TO JAMES HARDIE ARCTIC WHITE © DECORATIVE DECK GUARDRAIL-PAINTED WHITE WITH SW IRON ORE SPINDELS AND TOP CAP ® NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH BLACK FRAMES ® DECORATIVE NATURAL WOOD TONE GARAGE DOOR KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. (D BUILDING ADDRESS LOCATION PER CITY OF CARLSBAD STANDARDS. (D 4" WIDE DECORATIVE COMPOSITE WINDOW TRIM. PROJECTS 2" MINIMUM FROM WINDOW. © WOOD COLUMNS CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 220 CARLSBAD, CA 92010 KIRK@KMAROHITEOTSINC.O□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A3.1-2C Revisions: Lb. PLANNING #1 5-6-24 & PLANNING #2 6-27·24 ,1',. PLANNING #3 S.8·24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C&D ELEVATIONS Sheet Number: A3.1C 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) EAST ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C & D (MIRRORED) SOUTH ELEVATION I I II I 1111111111111111 Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ill 111111111111111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I 1111111111111111 Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ill 111111111111111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I 1111111111111111 Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 'I I I I I rl19 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ill 111111111111111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r. ,31 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I 1111111111111111 Ill I I I I I I I I '' I I I I I I I I I I I I I I I I I I I I I I 1 Iii I I I I I I I I I I I I I 111111111 'I I I I Ill 111111111111111111111 I I I I I I I I I I I I I I I I I I I I I 1 'I I I I I I I I I I I I I ' TOP PLATE I I I I II I 1111111111111111 Ill I I I 1 ' I I I I I ' I I I I I I 1 I I I Ill 11111111111111111111 1 ---t dF2 ' 11 11 II El t ::u 1111,,·..:.~II ' ! ! ! ! ! ! ! ! ! ! ! ! ! ! 11 1Lir t ----- -r -~ -,-- --~ -~ ,-- - - -~ - - - - -r ~ • ~ = F.F.E. ~ ----- - - - TOP PLATE "----- 0 0 I °' r 1 f7 "-0 I I I -.,._ 0 ,_ b ' ;.,; !g ·' ~ F.F.E. ---- TOP PLATE ---- II Ill I I II I II 11 1 I II II 11 1 11 II II II I II I II I II II I Ill II II II 1 1 II I II I 111 II I I ■ II II I I II II I I I Ill I II I I I I II I II II I Ill II "' II I II II 1 11 I I II 111 111 I I II II I Ill II I II II II 111111 11111 II 1111 I I I II II II II Ill 11111 II II II I II II II II II 111111 111111 II II II I I I II II II II Ill I I II II II II I I I II II II II I II II II II II 111111 II II II I I I II II II ~ JL II II ~ II II I ~ II I II 11 II 11 II 11 II 11 II I II I I 111 11 11 I I I II II I I I l II II II II II II II II I II I II I II I II II II II II II I II " " " ' " " ~ ~ § ~ ~ ~ ~ F.F.E. ----------------------------t------i---------------------- PAD ELEV. " 12 "'"""3 -~ ~ '' ' I I I I I I I I I I I I I! ' '' '' ' ' I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I ". I I I I I I I I I I ' '' '' '' ' '' I I I I I I I I I I I I I I ' '' '' '' I I I I I 111111111111 " '' ' I I I I '' '' ' '' '' ' I I i II" -" ! I I I I I I I I ' '' '' '' ' ' ' '' I I I I '' '' ' '' I I I I -" I I I I '' '' ' '' '' ' I I I I I I I I I ' '' '' '' -"' ' '' '' '' ' '' ' '' I I I I '' '' ' 1111111 0ft -~;; u 11 '' ' '' '' ' TOP PLATE -\ -- -~ -- - -- -~ --~ ,_ - - - --~ -,_ ,_ ➔ II U I II Il l " • • I " " " ~ -□ □ ~ - f--- f--- ~ f--- f----'" ~ - f--- "' F.F.E. ---,. '1" ~ TOP PLATE ---"I ~ ~11 0 ~ -~ ·' -- f-- -f--~ f- --f--_, m "' F.F.E. -----------,. '1" ~ TOP PLATE -----------"I II I ' ' " ' ' II II II II II I II II I II ' " II II I I II I II II II ' " ' " I I I I I -~ II I 1111 II I II II II II 1111 II I II II II II II 1111 II II II I I I I I 0 I II II II II I I II II II II II II II II II [J I I I II II II II I I I ·' -II I II II II II II I II II \ II II I II II II I I I I I II I II II II I II II II II II II II \ II II II II II II II II II I I I II I I I II I II II II II I I II II II II II II II II II II I II II I I I II II II II I I ~ II I II II I I II II II II II I II II \ II I II II I II II II I ~ II II II II I II II II I II II II I II II II II II II II \ II I II II II II II II II II II II II I I ·' ' 00 I II I I I II I I II II II II I I II II II II II II II II II I II I II II II I I I II II II II I I , • • ' I -I I II ,J-., F.F.E. ------------'r'r. PAD ELEV. I " 00 ,. ., 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '" I I I I I I I I I I I I I I I I I I I I I I 1117 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II 'I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I II II ' '' ' '' '' ! ! ! ! ··------II """"""II II II ' ~ I I c=~ ~ - -- -~ ,_ - - --~ ------ ------ -- --------- --------- I I I II 11 I I II 111 II II I II 1 111 II II Ill I I II II II II I I I II II II II I ~ 111 11 ~ I II II I " ~ ---- ------------- JAMES HARDIE COMPOSITE BOARD 0 AND BATTEN SIDING MEDIUM GRAY SHINGLE ROOF © PAINTED FASCIA-WHITE TO © MATCH ARTIC WHITE BLACK WINDOW FRAMES TYP. 0 JAMES HARDIE COMPOSITE BOARD 0 AND BATTEN SIDING DECORATIVE DECK GUARDRAIL- PAINTED WHITE WITH SW IRON ORE © TOP CAP JAMES HARDIE COMPOSIT TRIM fo\ BOARD -ARCTIC WHITE COLOR TYP. ~ JAMES HARDIE SELECT CEDARMILL ~ LAP SIDING 'Cfv::::J WHITEWINDOWTRIM 0 JAMES HARDIE STRAIGHT EDGE @ SHINGLE SIDING DECORATIVE WOOD COLUMN WHITE 0 DECORATIVE EL DORADO STONE FINISH r,;\ STACKED STONE-SILVER LINING ~ GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE TYPICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDE A 4" WIDE AND 2" DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM TliAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. 8. GlJTTERS SHALL BE DECORATI/E PAINTED METAL. PAINT HATCH LEGEND m COMPOSITE STRAIGHT EDGE SIDING PER COLOR/ MATERIAL SCHEDULE @ CII] COMPOSITE DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE @@ D COMPOSITE BOARD & BA TIEN SIDING PER COLOR/ MATERIAL SCHEDULE 0 n----n l~I I I l_ ____ J MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF © II STONE PER COLOR/ MATERIAL SCHEDULE 0 COLOR/ MATERIAL SCHEDULE @ JAMES HARDIE STRAIGHT EDGE SHINGLE SIDING 1ST FLOOR COLOR "1" AT ALL BUILDINGS: LAST EMBERS @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "2" AT BUILDINGS A AND D BOOTHBAY BLUE @ JAMES HARDIE SELECT CEDARMILL LAP SIDING 2ND AND 3RD FLOORS COLOR "3" AT BUILDINGS BAND C: GRAY SLATE 0 JAMES HARDIE COMPOSITE BOARD & BATTEN SIDING -COLOR: ARCTIC WHITE © MEDIUM GRAY TONE COMPOSITE SHINGLE ROOF 0 ELDORADO STONE: STACKED STONE-COLOR: SILVER LINING © LIGHT PAINT (FASCIA/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE 0 LIGHT PAINT (ACCENT/ TRIM)-COLOR MATCH TO JAMES HARDIE ARCTIC WHITE © DECORATIVE DECK GUARDRAIL-PAINTED WHITE WITH SW IRON ORE SPINDEL$ AND TOP CAP 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH BLACK FRAMES ® DECORATIVE NATURAL WOOD TONE GARAGE DOOR KEYNOTES <D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. (D BUILDING ADDRESS LOCATION PER CITY OF CARLSBAD STANDARDS. (D 4" WIDE DECORATIVE COMPOSITE WINDOW TRIM. PROJECTS 2" MINIMUM FROM WINDOW. © WOOD COLUMNS CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, IND. 2888 L□KER AVE. EAST, STE 220 CARLSBAD, CA 92010 KIRK@KMARCHITECTSINC.O□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: A3.1-2C Revisions: Lb. PLANNING #1 5-6-24 ,1,,. PLANNING #2 6-27-24 ,1',. PLANNING #3 8-8-24 & PLANNING 114 10-16-24 Sheet Title: BUILDING C&D ELEVATIONS Sheet Number: A3.2C S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W FFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W F F F F FF F F S S S S S S W W S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F JT JT JT JT F F F F F JT JT JT JT JT JTJTJTJTJTJTJTJT JT JT JT JT JT JT JTJT 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A 9 2 0 0 8 TY L E R S T R E E T H O M E S SCALE: 1" = 20'-0" 10' 20'0 40'FIRE DEPT. ACCESS AND HYDRANT LOCATION PLAN N --------- I I I I I I I f I I I I 1 I I I I--- / I ' / 3' X 3' lflDDER PA EME~GENC \1123'HI HWI I \ I \ I \ \ L _________ _:,\ ----------------'s--_-~ ~-/ =· I rlh--1 11 :;: I ••• I I ---7 , I I I I I I 1,-i EXISTING l,IJIOMOTTVE ·- r~ I I I I I I I I I I I I / : ~ I I = I I ~ I l--r---- 1 I I \ \ \ \ \ \ \ I ,, N\IIL • I 1 : 1 HYD :1 S~IJT HE EST I , I I :1 SI EO THES ET. I I ,I I :1 I I I I I 111 :;: II /\ ~\$'~triTt11fPl7TliT7TTTTT1;-;J:t-rr-fr:111:hi"'ll:'01~':_;,-'-=_---J I ·,·:.-,-rTT,-,t,-TT--i,r.-tt-,.--m--;-,tct-n-TT-m--rrt-Si I I ~= l_l I -I--~ ~ ,1 BIJILbiNG1A \I '" I 11 I t:: I 171 II 1-<.. --·--~ I J I '=f f 4 I I I I t:• 11 1 11 ii 11 r-.... \Ill/ \ 11 I I ,; I Ii Ill I Ill \ Ill I I I I I o.t,'fL="it\~S~~l-J'il=ccl-ft=!fii'-t{'c;:-::::'/-~=fu I I I-.. I I I I lli l l..j -1L-1L __ _JIL--"--II I I I I I I I I I I I FIRE HOSE PULL UE~rTH = 82' I ~ February 10, 2024 City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 Re: Tyler Street Homes 3215 Tyler Streel, Carlsbad 92008 Parking Enforcement Plan ' . \ - ' \ \ \ \ PRIVATE •= --= The fire lane parking enforcement plan for lhe above referenced project is slated as follows : All fire lanes within 3215 Tyler Street, Carlsbad 92008 shall be mainta ined and in no event shall parking be permitted along any portion of a street or drive that require fire lanes or any area designated as a fire lane for turn-around purposes either during construction or after occupancy. Tyler Slreet Homes Owners Association shall adopt reasonable rules and regulations regarding the parking of vehicles along the streets, roads and or drives within the project that are not in conflict with app li cable law. In furtherance thereof, Tyler Street Homes Owners Association, through its officers, committees and agents, will establish the "parking" and "no parking" areas within the property in accordance with Section 22658.2 of the California Vehicle Code and Carlsbad Fire Department Access & Water Guideli ne. The law shall be enforced through such ru les and regulations by all lawful means, including, written warnings, citing, levying fines and towing vehicles in violation. Tyler Street Homes Owners Association will contract with a certified patrol and towing company to remove vehicles that violate no parking restrictions. First tirne violators will receive a written warning and with subsequent violations, the veh icle shall be subject to towing. The vehicle owner shall be responsible for all costs incurred in remedying such violation. including without limitation towing cost, citations and legal fees. . Tyler Street Dev. LLC Kirk Moeller, Managing Member NOTE I I \ I I I i-ml '-1-Jl--1/ ! iiF¥~t-i-,-t ' ' D- 1: ~ I 1· 1: 1· I : ffil I I ' I : I . _J I I : ~I I I I • I p 0$EDBl<ERA(X ) RAT~l l' T Fe.cETYPICill I I " I I :_1 I I I I -- I I I I I I I I I \ I \ \ ' ' -- I I I I I 0' I -,, I /, I \ I \ I \ I I I -Al.L AGGREGATE MUS~ BE. Ci.£).N-1.Y.ASHED Ar JD FREE OF FINES (SA/1.'D, SIL r, ETC.} -Tl-IE PAVERS SI /ALL NOT or SEALED ONCE THE 1/0ID FILLER HAS BEEN ADDED -EACH COURSE .S-H.IILL a£ VIBR~ TORY CO.MP.4CTEO BEFORE PI.ACEMENT ()F NEXT CO,'JR.Sf -NO IMPERll/~US UNER O.~ F{L TER FAERIC IS TO BE USED -SPECIAL APPROVAL REQ!J!P.ED FDR USE .'N HIGHLY EXPANSIVE SO.!L-SUBDP.A{r..· M4 Y BE REOt.nHED -PAVER INSTALi.A TtON SI-IALL !3E PER ,WANUFACTURER'S RECOMMENDATIONS· f'.4VER SECT/ON PER. G[OTECNNICAL ENGfNEEF? 11EGJWAEl'.IDATIONS A.ND REQUIRED TO MAWT,iJiN IMPOSED i..OADS OF NOT LESS THAN ?'5.0CO LB-5 TYPICAL DETAIL-PERVIOUS PAVERS Specificatio11s for Alte mative Fiire Lane No Parking Signs 12"----- FIRE LANE NO PARKIN ,G1 BIEYO:ND THIS POINT EXCEPTIIN DlESl:GNATED STALLS VIIOLATIN G VEH ICLES WILL BE CITED OR TOWIEID A'T 10W1NER'.S EXPiEINSE eve 22soo1• 1,. 22.658(aJ 0 0 NOTTOSCAlE Additional vemiage •ha.Ill be :IL" bllld, oondenised red letteri~S on white reflective baekgr,ou"d. Wrnere parking st~lls amine,, pre•~ n1, $lgn may o:,ml 1 ·e: .. c:epl hn d'eslgnated slalls "ancl •ign hei~ht may be reduced to 18". Specil icaniom for lh•e re;t of the •lgn •~~!! malch those of alan,dard lire l'~ne no parking signs. PROJECT SUMMARY ASSESSORS PARCEL NUMBER: 204-010-09-00 ADDRESS: 3215TYLERSTREET PROJECT DESCRIPTION: CONSTRUCTION OF FOUR 3-STORY NEW CONDOMINIUM BUILDINGS, EACH CONSISTING OF THREE UNITS FOR A TOTAL OF 12 UNITS. ASSOCIATED ON.SITE AND OFF-SITE IMPROVEMENT ARE A PART OF THIS PERMIT. ACREAGE: BUILDING INFORMATION BUILDING A GROSS FLOOR AREA: BUILDING B GROSS FLOOR AREA: BUILDING C GROSS FLOOR AREA: BUILDING D GROSS FLOOR AREA: TOTAL BUILDING AREA: STORIES: HEIGHT: OCCUPANCY: TYPE OF CONSTRUCTION: FIRE SPRINKLERS FIRE ALARM: FIRE DEPARTMENT ACCESS & WATER NOTES INSPECTION REQUIREMENTS 23,187 S.F. / .532 AC 8,716 S.F. 6,716 S.F. 6,698 S.F. 6,698 S.F. 26,828 S.F. 3 35'MAX. R-2 &U V-B YES (NFPA 13R) YES 1. CARLSBAD SITE INSPECTIONS ARE REQUIRED FOR THIS PROJECT. PLEASE SCHEDULE ALL FIELD INSPECTIONS ATLEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE-INSPECTION FEE. CALL (442) 339-2660 TO SCHEDULE AN INSPECTION. 2. A LUMBER DROP INSPECTION SHALL BE PERFORMED PRIOR TO BRINGING COMBUSTIBLE MATERIALS (OR COMBUSTIBLE FIXTURES AND FINISHES FOR STRUCTURES OF NON-COMBUSTIBLE CONSTRUCTION). ALL-WEATHER ACCESS ROADS CAPABLE OF SUPPORTING 72,000 TOPPED WITH ASPHALT, CONCRETE, OR EQUIVALENT SHALL BE IN PLACE AND HYDRANTS OPERATIONAL AT TIME OF LUMBER DROP INSPECTION. 3. FOR PROJECTS WITH FUEL MODIFICATION, A VEGETATION CLEARANCE INSPECTION IS REQUIRED PRIOR TO A LUMBER DROP INSPECTION. USE THE FUEL MODIFICATION PLAN SERVICE REQUEST NUMBER TO SCHEDULE THE VEGETATION CLEARANCE INSPECTION. 4. PHASED INSTALLATION OF FIRE ACCESS ROADS REQUIRES ADDITIONAL INSPECTIONS NOT COVERED BY THE FEES PAID AT PLAN SUBMITTAL. CONTACT (442) 339-2660 TO ARRANGE FOR ADDITIONAL INSPECTIONS THAT MAY BE NEEDED AND ANY FEES THAT MAY BE DUE 5. AN ORIGINAL APPROVED, SIGNED, WET .STAMPED CARLSBAD FIRE ACCESS & WATER PLAN SHALL BE AVAILABLE ON-SITE AT TIME OF INSPECTION 6. ACCESS ROADS AND HYDRANTS SHALL BE MAINTAINED AND REMAIN CLEAR OF OBSTRUCTIONS AT ALL TIMES DURING AND AFTER CONSTRUCTION. AREAS WHERE PARKING IS NOT PERMITTED SHALL BE CLEARLY IDENTIFIED AT ALL TIMES. OBSTRUCTION OF FIRE LANES AND HYDRANTS MAY RESULT IN CANCELLATION OR SUSPENSION OF INSPECTIONS. 7. TEMPORARY FUEL TANKS OF 60 OR MORE GALLONS SHALL BE REVIEWED, INSPECTED, AND PERMITTED BY THE, CITY OF CARLSBAD PRIOR TO USE. 8. THE PROJECT ADDRESS SHALL BE CLEARLY POSTED AND VISIBLE FROM THE PUBLIC ROAD DURING CONSTRUCTION. 9. ALL GATES IN CONSTRUCTION FENCING SHALL BE EQUIPPED WITH EITHER A KNOX OR BREAKAWAY PADLOCK. 10. BUILDINGS OF FOUR OR MORE STORIES SHALL BE PROVIDED WITH STAIRS AND A STANDPIPE BEFORE REACHING 40 FEET IN HEIGHT GENERAL REQUIREMENTS 1. FIRE LANE WIDTHS SHALL BE MEASURED FROM TOP FACE OF THE CURB TO TOP FACE OF THE CURB FOR FIRE LANES WITH STANDARD CURBS AND GUTTERS AND FROM FLOW-LINE TO FLOW,llNE FOR FIRE LANES WITH MODIFIED CURB DESIGNS (E.G., ROLLED, RAMPED, ETC.). THE DEVELOPER IS RESPONSIBLE TO VERIFY THAT ALL APPROVED PUBLIC WORKS OR GRADING DEPARTMENT STREET IMPROVEMENT PLANS OR PRECISE GRADING PLANS CONFORM TO THE MINIMUM STREET WIDTH MEASUREMENTS PER THE APPROVED CARLSBAD FIRE DEPARTMENT ACCESS & WATER PLAN AND STANDARDS IDENTIFIED IN CARLSBAD FIRE DEPARTMENT ACCESS & WATER GUIDELINE FOR ALL PORTIONS OF THE FIRE ACCESS ROADS. 2. PERMANENT, TEMPORARY, AND PHASED EMERGENCY ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT AN IMPOSED LOAD OF 72,000 LBS. AND SURFACED TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. 3. FIRE LANE SIGNS AND RED CURBS SHALL MEET THE SPECIFICATIONS SHOWN IN CARLSBAD FIRE DEPARTMENT ACCESS & WATER GUIDELINE AND SHALL BE INSTALLED AS DESCRIBED THEREIN. ADDITIONAL FIRE LANE MARKINGS MAY BE REQUIRED AT THE TIME OF INSPECTION DEPENDING ON FIELD CONDITIONS. 4. ALL FIRE HYDRANTS SHALL HAVE A "BLUE REFLECTIVE PAVEMENT MARKER" INDICATING THEIR LOCATION PER THE CARLSBAD STANDARD. ON PRIVATE PROPERTY MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BY THE PROPERTY OWNER 5. ADDRESS NUMBERS SHALL BE LOCATED AND BE OF A COLOR AND SIZE SOAS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE ROADWAY FROM WHICH THE BUILDING IS ADDRESSED IN ACCORDANCE WITH CARLSBAD FIRE DEPARTMENT ACCESS & WATER GUIDELINE. 6. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH CHAPTER 5 OF THE CFC AND CARLSBAD FIRE DEPARTMENT ACCESS & WATER GUIDELINE . 7. APPROVED ACCESS WALl<!I-IAYS SHALL BE PROVIDED TO ALL REQUIRED OPENINGS AND ALL RESCUE WINDOWS. 8. VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A MANNER AS TO ALLOW IMMEDIATE ACCESS TO ALL HYDRANTS, VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS, EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS, RESCUE WINDOWS, AND OTHER DEVICES OR AREAS USED FOR FIREFIGHTING PURPOSES. VEGETATION OR BUILDING FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS, OR STROBES. 9. DUMPSTERS AND TRASH CONTAINERS LARGER THAN 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM. 10. ANY FUTIJRE MODIFICATION TO THE APPROVED FIRE DEPARTMENT ACCESS & WATER PLAN OR APPROVED SITE PLAN, INCLUDING BUT NOT LIMITED TO ROAD WIDTH, GRADE, SPEED HUMPS, TURNING RADII, GATES OR OTHER OBSTRUCTIONS, SHALL REQUIRE REVIEW, INSPECTION, AND APPROVAL BY THE, CITY OF CARLSBAD. 11. APPROVAL OF THIS PLAN SHALL NOT BE CONSTRUED AS APPROVAL OF ANY INFORMATION OR PROJECT CONDITIONS OTHER THAN THOSE ITEMS AND REQUIREMENTS IDENTIFIED IN CARLSBAD FIRE DEPARTMENT ACCESS & WATER GUIDELINE AND RELATED PORTIONS OF THE CFC AND CBC. THIS PROJECT MAY BE SUBJECT TO ADDITION\IIL REQUIREMENTS NOT STATED HEREIN UPON EXAMINATION OF ACTUAL SITE AND PROJECT CONDITIONS OR DISCLOSURE OF ADDITIONAL INFORMATION. CT 2024-0001 SOP 2024-0008 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 3-2-24 Project: TYLER ST. HOMES File: FD1.1 Revisions: it PLANNING #1 5-6-24 & PLANNING #2 6-27-24 .& PLANNING #3 8-8-24 & PLANNING #4 10-16-24 Sheel Title: FIRE DEPT. ACCESS& HYDRANT PLN Sheet Number: FD1.1 TYLER STREET PI N E A V E N U E SAN DIEGO NORTHERN RAILWAY APN: 204-010-14-00 APN: 204-010-10-00 LO T 4 MA P N O . 1 7 4 3 AP N : 2 0 4 - 0 1 0 - 0 8 - 0 0 LO T 6 MA P N O . 1 7 4 3 AP N : 2 0 4 - 0 7 0 - 2 8 - 0 0 SUBJECT PROPERTYGROSS AREA = 22,768 SF(0.523 AC) LOT 5 MAP NO. 1743 APN: 204-010-09-00 BLOCK 31 MAP NO. 775 APN: 204-081-01-04 BLOCK 32 MAP NO. 775 APN: 204-085-08-00 N34°00'48"W 139.90' N34°00'26"W 139.87' N34°00'26"W 139.87' PL PER LOT LINE ADJUSTMENT (COC DOC# 2024-0147448 RECORDED JUNE 12, 2024 ) N5 6 ° 0 0 ' 0 1 " E 1 6 2 . 7 6 ' N5 6 ° 0 0 ' 4 4 " E 1 6 2 . 7 7 ' 20 . 0 ' 20 . 0 ' 40 . 0 ' 1 TYLER STREET HOMES 3215/3225 TYLER STREET TENTATIVE TRACT MAP TITLE SHEET FOR: X X W W S S G G W S S S S N W W W SD SD SITE T Y L E R S T 5CARLS B A D V I L L A G E D R CHEST N U T A V E J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-Tyler Street\CIVIL\DRAWING\DISCRETIONARY PLANS 1 3 LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY SETBACK LINE EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FLOWLINE PROPOSED DIRECTION OF FLOW PROPOSED 6" PCC CURB PER SDRSD G-02' PROPOSED SAWCUT OF EXISTING PAVEMENT PROPOSED DECOMPOSED GRANITE WALKWAY PROPOSED PCC PAVEMENT' PROPOSED PERVIOUS PAVERS: COLOR AND FINISH PER SEPARATE PLAN PROPOSED TRENCH RESURFACING PER CITY OF CARLSBAD STANDARD GS-25, GS-27, GS-28 3' AC GRIND AND OVERLAY EXISTING FENCE EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN {SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) PROPOSED 1" /RR/GA TION WATER SERVICE, METER, AND BACKFLOW PER CMWD STANDARD W-3, W-6 PROPOSED 2" DOMESTIC WATER SERVICE, METER, AND BACKFLOW PER CMWD STANDARD W-4, W-6 PROPOSED 6" PVC PRIVATE STORM DRAIN PIPING PROPOSED 6" FIRE WATER SERVICE AND 6' DDCVA BACKFLOW PER CMWD STANDARD W-9 PROPOSED PVC SEWER LATERAL AND CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD STANDARD S-8 (SIZE PER PLAN) PROPOSED PCC DRIVEWAY APRON PER SDRSD G-14A • (WIDTH PER PLAN) 'AS MODIFIED BY CITY OF CARLSBAD STANDARDS GENERAL NOTES LAND USE NUMBER OF LOTS SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHONE CATV DRAINAGE BASIN I HYDROLOGIC AREA FIRE PROPOSED DENSITY PROPOSED# OF UNITS EXISTING HOUSE LIVABLE AREA -------- 64 ----64---- ~55½551//25~ r,,zz/z,zz-1 ~ ---to [7 e ~ --© /,!----I ----------1» RESIDENTIAL /LOT CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTRIC AT&T TIME WARNER CABLE AGUA HEDIONDA I LOS MONOS CITY OF CARLSBAD 23.0 DU I AC (RESIDENTIAL) 12.0 UNITS 3,519SF VICINITY MAP -t SCALE:NTS OWNER INFORMATION CT 2024-0001 I SOP 2024-0008 ffiER STREET DEV LLC 2888 LOKER AVENUE EAST, SUITE 220 CARLSBAD, CA 92010 GENERAL NOTES CONTINUED EXISTING ZONING PROPOSED ZONING VILLAGE-BARRIO (V-B) VILLAGE-BARRIO (V-B) - EXISTING MASTER PLAN DESIGNATION PROPOSED MASTER PLAN DES/GNAT/ON AVERAGE DAILY TRAFFIC GENERA TED SEWER GENERATION FIGURE PINE-TYLER MIXED-USE (PT) 18-23 DU/AC PINE-TYLER MIXED-USE (PT) 18-23 DU/AC TOTAL SEWER GENERATION POTABLE WATER FIGURE TOTAL POTABLE WATER PRE-DEVELOPMENT PEAK DISCHARGE (Q100) POST-DEVELOPMENT PEAK DISCHARGE (Q100) 96 TRIPS (12 UNITS '8ADT I DU RESIDENTIAL) 0.8 EDU I DU (RESIDENTIAL -MULTI-FAMILY 9.6EDU 185 GPO I DU (RESIDENTIAL -MUL Tl-FAMILY) (185 GPU I DUX 12 DU)= 2,220 GPU 1.46 CFS {TOTAL FOR SITE) 1.99 CFS {TOTAL FOR SITE; UNMITIGATED) 0.78 CFS {TOTAL FOR SITE; MIT/GA TED) EASEMENT I DEDICATION NOTES [Il PROPOSED 5.0' WIDE PUBLIC UTILITY EASEMENT AND PUBLIC STREET EASEMENT TO THE CITY OF CARLSBAD EXISTING EASEMENTS NOTES ITEMS 1 THROUGH 3 ARE NON MAPPING ITEMS AND HA VE BEEN OMITTED HEREON. CONDOMINIUM NOTE THIS IS A MAP OF AN AIRSPACE CONDOMINIUM SUBDIVISION PROJECT AS DEFINED IN SECT/ON4125 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AND IS PURSUANT TO THE SUBDIVISION MAP ACT. THIS PROJECT IS COMPRISED OF A ONE LOT CONDOMINIUM SUBDIVISION AND CONTAINS A MAXIMUM OF 12 AIRSPACE CONDOMINIUM RESIDENTIAL UNITS TENTATIVE TRACT MAP - TYLER STREET HOMES I -_l ---- ~ -------- D- ~ PLAN VIEW -SITE LAYOUT SCALE: 1' = 40' DENSITY CALCULATIONS GROSS ACREAGE = LESS BEACHES = LESS PERMANENT BODIES OF WATER = LESS FLOODWAYS = LESS SIGNIFICANT WETLANDS = LESS SIGNIFICANT WOODLAND HABITATS = LESS LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS = LESS RAILROAD TRACK BEDS = NET ACRES = SLOPES 0%-25% 25%-40% 40% + AREA (SF I ACRES) 22,768 SF I 0.523 ACRES 0SF/0ACRES 0SFI0ACRES DENSITY (DU)' 1/J.23 1/J.23 1/J.23 40 22,768 SF I 0.523 ACRES 0SF/0ACRES 0SFI0ACRES 0SF/0ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 0SF/0ACRES 22,768 SF I 0.523 ACRES DWELLING UNITS 9.4-12.0 0 0 TOTAL= 9.4-12.0 'PER THE LAND USE ELEMENT -PINE-TYLER MIXED -USE (PT): 18-23 DWELLING UNITS PER ACRE REFERENCED DRAWINGS MAP 775 MAP 1743 CR20872 CR24398 CR30120 CR9487 ROS9309 ROS 14504 ROS03194 ROS 16439 -- GRAPHIC SCALE 1" = 40' 0 40 Bl) 120 EARTHWORK I PROJECT GRADING CUT: FILL: EXPORT: REMEDIAL: 0CY 1,710 CY 0CY 2,530 CY (DEPTH OF 2-3 FEET) MAX CUT HEIGHT: 0 FT MAX FILL HEIGHT: 3.0 FT VOLUME OF FILL (PER PRELIM GRADING PLAN): 1,710 CY VOLUME OF OTHER EXCAVA T/ONS: NIA TOTAL GRADED AREA: 22,768 SF (0.523 AC) 1,710 CY I 0.523 AC= 3,270 CY I ACRE 'PROJECT DOES NOT PROPOSE TO GRADE, ERECT, OR CONSTRUCT INTO OR ON TOP OF A NATURAL OR MANUFACTURED SLOPE WHICH HAS A GRADIENT OF FIFTEEN PERCENT OR MORE, THEREFORE HILLSIDE DEVELOPMENT STANDARDS PURSUANT TO C.M.C. 21.95.140(0)(2) DO NOT APPLY TO THIS PROJECT THESE QUANTITIES ARE APPROX/MA TE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING SHEET INDEX PREPARED BY: SUBDIVIDER INFORMATION JOHN NORUM & KIRK MOELLER FOR: TYLER STREET DEV LLC 2888 LOKER AVENUE EAST, SUITE 220 CARLSBAD, CA 92010 PH: (949) 678-4927 LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS PARCEL 1 PER CERTIFICATE OF COMPLIANCE 2024./!001, RECORDED ON JUNE 12TH, 2024 AS DOCUMENT #2024-0147448 OF OFFICIAL RECORDS, MORE PART/CULARL Y DESCRIBED AS FOLLOWS: LOT 5 /NOUSTRIAL TRACT, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS PER MAP 1743, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY JANUARY 3, 1923, TOGETHER WITH THAT PORTION OF LOTS 13, 14, 15, AND 16 IN BLOCK "F" OF CARLSBAD ACRE TRACT 106, ACCORDING TO MAP THEREOF NO. 535, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 2, 1888. ALSO THOSE PORTIONS OF FIRST STREET ADJACENT ON THE NORTHEAST; PINE A VENUE ADJACENT ON THE NORTHWEST; AND THE ALLEY ADJACENT ON THE SOUTHWEST LYING BETWEEN THE NORTHEASTERLY LINE OF THE 200.00 FOOT RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND THE SOUTHWESTERLY LINE OF SAID BLOCK "F", AS VACA TED BY RESOLUTION OF THE COUNTY BOARD OF SUPERVISORS ON MARCH 1, 1915 IN BOOK 36, PAGE 104 OF MISCELLANEOUS RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 5, ALSO BEING THE NORTHEASTERLY CORNER OF LOT 4 OF SAID MAP 1743; THENCE, SOUTH 55°27'00" WEST 162.84 FEET ALONG THE SOUTHEASTERL y LINE OF SAID LOT 4 TO A POINT ON A PARALLEL LINE THAT IS 3.00 FEET, MEASURED PERPENDICULAR AND SOUTHWESTERLY OF THE SOUTHWESTERLY LINE OF SAID LOT 5; THENCE, SOUTH 34 °33'00" EAST 139.82 FEET TO THE NORTHWESTERLY LINE OF LOT 6 OF SAID MAP 1743; THENCE, NORTH 55°27'00" EAST 162.84 FEET ALONG THE NORTHWESTERLY LINE OF SAID LOT 6 TO THE NORTHEASTERLY CORNER OF LOT 5, ALSO BEING THE SOUTHWESTERLY RIGHT-OF-WAY OF TYLER STREET (FORMERLY FIRST STREET); THENCE, NORTH 34°33'00' WEST 139.82 FEET ALONG SAID SOUTHWESTERLY LINE OF TYLER STREET (FORMERLY FIRST STREET) TO THE POINT OF BEGINNING. TOPOGRAPHY THE BOUNDARIES AND DIMENSIONS OF THE SURVEYED PARCEL/SJ SHOWN HEREON ARE BASED ON A FIELD SURVEY. RECORD DIMENSIONS MAY VARY. THE BOUNDARIES OF ADJOINING PARCELS WERE COMPILED FROM RECORDED OR FILED DATA, AND ARE TO BE USED FOR PLANNING PURPOSES ONLY. FULL PROCEDURE OF SURVEY NOT SHOWN HEREON. THE LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR STRUCTURES AS SHOWN HEREON ARE BASED ON OBSERVED ABOVE GROUND EVIDENCE AND RECORD INFORMATION PROVIDED TO THE SURVEYOR. NO EX CAVA T/ONS WERE MADE DURING THE COURSE OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES MAY VARY FROM LOCA T/ONS SHOWN HEREON. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. AERIAL MAPPING FLOWN JULY 27, 2023 PREPARED BY: PASCO, LARET, SUITER & ASSOC/A TES BENCHMARK CLSB-130, 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE NORTHEAST CORNER OF GRAND AVENUE AND WASHINGTON STREET, 52 FEET WEST DF RAILROAD TRACKS AND 40 FEET NORTH OF THE CENTER OF GRAND AVENUE. ELEVAT/ON:40.91 (NGVD29) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAO 83 (CCS83) EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS "CLSB 130" AND "CLSB 122" BEING A GRID BEARING OF N 63°33'34" E GRID AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL, FILED ON FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862 /N THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SITE ACREAGE GROSS: NET DEVELOPABLE: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA (ONSITE): INCREASE IN IMPERVIOUS AREA: DISTURBED AREA: SITE ADDRESS 3215-3225 TYLER STREET CARLSBAD, CA 92008 APN: 204-010-09-00 PREPARED BY PREPARED BY: PASCO, LARET, SUITER & ASSOCIATES 1911 SAN DIEGO AVE, SUITE 100 SAN DIEGO, CA 92110 PH: (858) 259-8212 ENGINEER OF WORK ffiER GLAWSON, PE #80356 22,768 SF (0.523 AC) 22,768 SF (0.523 AC) 11,400 SF (0.262 AC) 13,997 SF (0.321 AC) 2,597 SF (0.060 AC) 22,768 SF (0.523 AC) ACCESS TYLER STREET, A PUBLIC ROAD DATE CITY OF CARLSBAD TENTATIVE TRACT MAP I SHEETS I TENTATIVE MAP TITLE SHEET PRELIMINARY GRADING PLAN SECTIONS AND DETAILS 1 2 3 PASCO LARET SUITER ~ #\~~~!C!#\llE~ San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com I ENGINEER OF WORK: 1YLER G LAWSON DWN BY: EAA DAlE: CHKD BY: BAK RCE: - RVWD BY: TGI,, XXXXX OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOE 45 45 4 5 45 45 45 45 TC=46.51FL=46.02 TC=46.46FL=45.97 TC=46.40FL=45.97 TC=46.34FL=45.88 TC=46.26FL=45.81 TC=46.20FL=45.76 TC=45.78FL=45.67 TC=45.77FL=45.64 1 S T O R Y R E S I D E N C E 44 . 8 44 . 3 44 . 0 46 . 0 T W ST O R A G E C E N T E R 1 S T O R Y RE S I D E N C E 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OV E R H A N G OV E R H A N G 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OVER H A N G SH E D OV E R H A N G AU T O C A R E SH O P 44 . 4 7 43 . 6 7 43 . 5 3 43 . 1 8 43 . 2 8 42 . 5 7 44 . 4 8 45 . 5 5 46 . 6 3 45 . 4 1 46 . 0 8 T W 46 . 0 0 T W 46 . 0 2 T W 45 . 9 6 T W ST O R A G E BU I L D I N G SHIPPING CONTAINER X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W WM S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W FFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W WWM C C C S S S F F F F F SD SD SDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD F F F SD SD S S C C S S C C S S C W W C S S C C S S C C S S C C W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W C F JT JT JT JT F F F F F S D SD JT JT JT JT J T JT JTJTJTJTJTJTJT JT JT JT JT JT JT JTJT X XX X X X XX X X XXXXX X X XXX X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TY L E R S T R E E T PINE AVENUE FUTURE DEVELOPMENTAPN: 204-010-10-00 LOT 4 MAP NO. 1743 APN: 204-010-08-00 LOT 6 MAP NO. 1743 APN: 204-070-28-00 BLOCK 31 MAP NO. 775 APN: 204-081-01-04 GFF 46.4GFF 46.4 GFF 46.4 46.4 GLIP 46.4 GLIP46.4 GLIP UNIT 8FF = 47.1PAD = 46.4 45.7 GLIP 45.7 GLIP 45.7 GLIP 45.7 GLIP 45.7 GLIP 45.7 GLIP UNIT 2 FF = 47.1 PAD = 46.4 UNIT 11 FF = 46.4 PAD = 45.7 UNIT 5 FF = 46.4 PAD = 45.7 MAX MAX 0.7%12.0%1. 0 % 1. 0 % 2.0%5. 0 % 5. 0 % 1. 0 % 1. 0 % 2.0%0.7%3. 6 % 3. 6 % 2. 2 % 2. 2 % 3. 8 % 3. 8 % 2. 4 % 2. 4 % 1.0%0.4% 3.3% 1.0% 45.8 FL 46.4 FG 46.4 FG 46.3 FG 46 . 5 F L / H P 46.4 FG 46 . 1 F L 46 . 0 F L 45 . 8 F L 45.7 FG 45.7 FG 45.7 FG 45.7 FG 45 . 5 F L 45 . 4 F L 45 . 3 F L 1-4" STEP 46.0 FG 1-4" STEP 46.0 FG 1-4" STEP 46.0 FG 1-4" STEP46.0 FG1-4" STEP 46.0 FG 1-4" STEP 46.0 FG 1-6" STEP 46.7 FG 1-4" STEP 46.7 FG 1-4" STEP 46.7 FG 1-4" STEP46.7 FG 1-4" STEP46.7 FG1-4" STEP 46.7 FG 46 . 3 F G 46 . 3 F G MATCH TO EX. TCBEGIN IMPROVEMENTSPCC C&G (45.78 TC) (45.65 FL) 46.4 FG 46 . 3 F G 44 . 9 T W @ F G (4 2 . 8 B W @ E G ) H = 2 . 1 F T 46 . 0 T W @ F G (4 3 . 8 B W @ E G ) H = 2 . 2 F T 46 . 5 F G 46 . 6 F G 46 . 5 T W @ F G (4 5 . 2 B W @ E G ) H = 1 . 3 F T 46.5 FG 44 . 9 T W @ F G (4 3 . 2 B W @ E G ) H = 1 . 7 F T 46 . 0 T W @ F G (4 3 . 8 B W @ E G ) H = 2 . 2 F T 46 . 5 T W @ F G (4 5 . 8 B W @ E G ) H = 0 . 7 F T PROPERTY LINE PUBLIC ROW PROPERTY LINE PUBLIC ROW PROPERTY LINE PER LOT LINE ADJUSTMENT (COC DOC# 2024-0147448 RECORDED JUNE 12, 2024) PROP. 24-FT WIDE PRIVATE UTILITY AND ACCESS EASEMENT (43.2 EG) 45.7 FG 46.4 FG 46.4 FG 45.7 FG 2:1 45 . 6 T W @ F G (4 2 . 9 B W @ E G ) H = 2 . 7 F T 45 . 8 T W @ F G (4 3 . 9 B W @ E G ) H = 1 . 9 F T 46 . 2 T W @ F G (4 4 . 1 B W @ E G ) H = 2 . 1 F T 46.4 FG 46.6 FG 0.5%1.2% 46 . 3 T W @ F G (4 3 . 9 B W @ E G ) H = 2 . 4 F T 45 . 8 T W @ F G (4 3 . 4 B W @ E G ) H = 2 . 4 F T 45 . 6 T W @ F G (4 3 . 3 B W @ E G ) H= 2 . 3 F T END 6" PERFORATED PIPE; CONNECT 4-INCH PVC PIPE AT 10' O.C. TO PERFORATED PIPE TO DISCHARGE THROUGH HEAD WALL, TYP. 2:1 46 . 2 F G CONNECT TO EX. SEWER MAIN 38.5 IE IN (NW) 39.7 IE IN (SW) @ LAT38.5 IE IN (SW) @ MAIN38.5 IE OUT (SE) 5.0' STBK 24 . 0 ' 10.01' 20 . 0 ' 24 . 0 ' 12.2' 14.2' 10.02' 5. 0 ' 6. 0 ' 3. 0 ' 2' 3. 0 ' 3. 0 ' SEWER CLEANOUT44.35 RIM41.9 IE 6" SEWERS = 0.005 SEWER CLEANOUT FOR FUTURE DEVELOPMENTNO CONNECTION PROP. TO PUBLIC MAIN46.4 RIM40.0 IE 6" SEWER S = 0.020 SEWER CLEANOUT 46.4 RIM 40.1 IE 8" SEWER S = 0.005 SEWER CLEANOUT43.2 RIM40.8 IE 45.8 FL 45.9 FG 46 . 2 F G 45.9 FG 2' PROP. 3" PVC SIDEWALK UNDER DRAIN 45.72 FL PROP. 3" PVC SIDEWALK UNDER DRAIN45.9 FL EX. WATER METER TO BE REMOVED EX. FH AND FIRE SERVICETO BE REMOVED AND REPLACED EX. POWER POLE TO BEPROTECTED IN PLACE MATCH TO EX. TC END IMPROVEMENTSPCC C&G(46.46 TC)(45.97 FL) CURB TRANSITION 46.2 TC 45.7 FL EX. 6" ACP WATER (DWG 402-6) TO BE REPLACED EX. 8" VC SEWER (DWG 118-9) EX. SIGN TO BE RELOCATED EX. MAILBOX TO BE REMOVED EX. C&G TO REMAIN EX. 1.5" GAS (DWG 402-6)EX. OVERHEADUTILITIES TO REMAIN EX. C&G TO REMAIN 2. 0 % 2. 0 % 1. 0 % 2. 0 % 1. 0 % UNIT 7FF = 47.1PAD = 46.4 UNIT 1 FF = 47.1 PAD = 46.4 UNIT 9FF = 47.1PAD = 46.4 UNIT 3 FF = 47.1 PAD = 46.4 UNIT 10 FF = 46.4 PAD = 45.7 UNIT 4 FF = 46.4 PAD = 45.7 UNIT 12 FF = 46.4 PAD = 45.7 UNIT 6 FF = 46.4 PAD = 45.7 5.0'15.0' 4.5% 1.0% 42 . 8 T W @ F G (4 2 . 8 B W @ E G ) H = 0 F T 42 . 9 T W @ F G (4 2 . 9 B W @ E G ) H = 0 F T 46.4 FG PROP. TRANSFORMER 5.0' PUBLIC R/W DEDICATION STUB FOR FUTURE DEVELOPMENT 46 . 6 F G 46 . 6 F G 1. 0 % 3. 9 % 46 . 2 F L 46 . 4 F L 2.5% 46 . 4 F G 20 . 0 ' 0.7%0.7% 5. 0 % 45 . 1 F L 0.7%0.7% 20 . 0 ' 46.6 FG 1. 0 % 46.3 FG 4. 4 % 46.6 FG 46.6 FG0.5% 46.8 FG 3. 0 % 1.0% 1. 8 % 45.8 FG 2. 0 % 2. 0 % 2. 0 % 46 . 1 F G 45.7 FG 3. 0 % 46.4 FG 46.4 FG 46.4 FG 46 . 3 T W @ F G (4 5 . 3 B W @ E G ) H = 1 . 0 F T 1. 0 % 46.4 FG 46 . 6 T W @ F G (4 5 . 5 B W @ E G ) H = 1 . 1 F T 46.7 FG46.4 FG 2. 0 % 2. 0 % 2. 0 % 2. 0 % 3. 7 % 46 . 1 F G 1.2%45.8 FG45.7 FG 0.5% 1. 8 % 2. 0 % 3. 0 % 1.0% 1.0% CONNECT TO 8" WATER MAIN 46.1 FG 46.0 FG45.9 FG 46.4 FG 46.0 FG 46 . 4 F G 1. 0 % 1 3 3 3 41.3 IE241.4 IE241.5 IE241.7 IE241.8 IE241.9 IE2 3 CONNECT TO 8"WATER MAIN 6 7 CONNECT TO 8" WATER MAIN 8 4 9 11 10 12 12 29 29 28 16 16 50.1 TG 45.4 IE 1850.1 TG45.2 IE18 49.6 TG 44.9 IE 1849.4 TG44.3 IE18 49.4 TG 44.1 IE 18 49.4 TG 44.7 IE18 49.6 TG 44.9 IE 18 49.6 TG 45.9 IE18 49.4 TG44.7 IE 18 49.6 TG 46.0 IE18 50.1 TG 45.2 IE18 49.6 TG 44.9 IE 18 50.1 TG45.4 IE 18 49.6 TG 44.9 IE 1849.4 TG44.7 IE18 49.4 TG44.3 IE18 49.4 TG44.7 IE 18 49.4 TG 44.1 IE 18 20 21 21 21 1. 8 % 46 . 4 F G 46 . 3 F G 46 . 2 F G 46 . 3 F G 46 . 3 F G 46 . 2 F G 232323232323 23 23 23 23 23 23 26 25 24 45.7 TG44.6 IE15 45.7 TG44.6 IE15 45.2 TG43.8 IE 17 45.2 TG 43.8 IE 17 BEGIN 6" PERFORATED PIPE 43.3 IE 5 N3 4 ° 0 0 ' 2 6 " W 1 3 9 . 8 7 ' N56°00'44"E 162.77' N3 4 ° 0 0 ' 4 8 " W 1 3 9 . 9 0 ' N56°00'01"E 162.76' 2%2%2%2%2%2% 2%2%2% 2%2%2% BMP #1 A = 60 SF 48.7 FG BMP #2A = 43 SF48.7 FG BMP #3 A = 26 SF 48.7 FG BMP #4 A = 25 SF 48.7 FG BMP #5A = 25 SF 48.9 FG BMP #6 A = 36 SF48.9 FG BMP #7A = 43 SF49.4 FG BMP #8A = 26 SF49.4 FG BMP #17 A = 18 SF 48.9 FG BMP #13 A = 25 SF48.9 FG BMP #14A = 36 SF 48.9 FG BMP #15 A = 43 SF 49.4 FG BMP #16A = 26 SF 49.4 FG BMP #18 A = 26 SF48.9 FG BMP #12A = 25 SF48.7 FG BMP #11 A = 26 SF 48.7 FGBMP #10A = 43 SF 48.7 FG BMP #9 A = 60 SF48.7 FG 20.0'20.0' 40.0' 5.0' STBK 5.0'15.0' 5.0' PUBLIC R/W DEDICATION ±5 ' ±5 ' 45.7 FG 46.4 FG 46.5 FG N3 4 ° 0 0 ' 4 8 " W 1 3 9 . 9 0 ' PROP. MAILBOX PROP. MAILBOX 46 . 4 F G 5 PROP. BIKE RACK 45.7 FG 46.3 TC45.8 FL 46.3 TC 45.8 FL 46.4 TC 45.9 FL (0 . 3 % ) (0 . 3 % ) (0 . 3 % ) 46.2 TC 45.7 FL 13 13 43 43 43.3 IE 46 . 4 F L 46 . 1 F L 45 . 6 F L 45 . 4 F L 46 . 0 F L 46 . 3 F L 45 . 6 F L 45 . 4 F L 2.0% (43.2 EG) 43.3 IE (43.0 EG) 43.3 IE (43.1 EG) 2.0%8.9% 45.7 FG 45.7 FG END 6" PERFORATED PIPE; CONNECT 4-INCH PVC PIPE AT 10' O.C. TOPERFORATED PIPE TO DISCHARGETHROUGH HEAD WALL, TYP. 16 43.4 IE 16 43.4 IE 16 43.4 IE 16 43.4 IE (43.0 EG) (43.3 EG) (43.1 EG) (43.0 EG) 45.7 FG 45.7 FG BEGIN 6" PERFORATED PIPE 43.4 IE 2.0%7.2% 5.0% 45.4 FG 45.4 FG 5.6' MAX 3:1 28SIGHT TRIANGLE SIGHT TRIANGLE BEGIN PUBLIC WATER MAIN UPSIZE IMPROVEMENTS INSTALL 8"X6" REDUCER & 8" GATE VALVES VALVE & APPURTENANCE LOCATIONS AS DIRECTED BY CMWD DURING FINAL ENGINEERING ALL AFFECTED COMMUNITY WATER MAIN SERVICES,VALVES, AND APPURTENANCES TO BE REPLACED 6 7 8 5.0% 2. 0 % 2. 0 % 0.7%5. 0 % 5.6' 6.5' BEGIN PUBLIC WATER MAIN UPSIZE IMPROVEMENTSINSTALL 8"X6" REDUCER & 8" GATE VALVESVALVE & APPURTENANCE LOCATIONS AS DIRECTED BY CMWD DURING FINAL ENGINEERING ALL AFFECTED COMMUNITY WATER MAIN SERVICES, VALVES, AND APPURTENANCES TO BE REPLACE PROP. 8" DR18 PVCWATER MAIN DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 DEEPENED FOOTING14 30 3030 30 30 30 30 45 . 1 F L A A B B 31 10 45.1 TG 43.8 IE17 10.0' STBK 32 32 10 28 28 28 46.4 FG 46.4 FG 7.2% 1. 8 % 1. 0 % 8.9% 46.4 FG 46.4 FG TYLER STREET HOMES 3215/3225 TYLER STREET GRAPHIC SCALE: 1" = 10' 0 10'20'30' J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-Tyler Street\CIVIL\DRAWING\DISCRETIONARY PLANS SITE PLAN SCALE : 1" = 10' 2 3 PRELIMINARY GRADING PLAN FOR: I I I I I I I I I I I I I I I I ,._...,- '-I-. /1 I / I .,__ I -,, , I - I ' .,, I / I / I I I \ /= 1.'.: Tr-,c ; s:7; • 7. \I ) 7 1 (. I I 1 · / 11 ,.., ):/:----{_)Y_~ r I /- 1 .1/ II ~-,.J • ! 1, / ·-,. .\ 1 / ., ..,j. - \ I I I I I I • • _; ___ .,. / / / / I. . / / / k ---- / . ·\ • -I I I I -, '\--✓-, \· / -, 7 1 I I I -• I I I ~----,_{]__ I ' I ' ' -,· I I I \1 r . I + / \ ., .I + / I T' ' I I I ' - ' / I -, -, / I I I I ------........ ---.._ --\ / / _/ I I / / / / r ~ ' I r' + ,__ __ I I I ' . I .' I II I I ,J D -;ij~ I .. . . I I I I I I I I I \ I \ I \ I \ I \ I \ I =r:~fBJ==J~f1F _c, .. __ ,.1.c1 •• ;-L h .,,_ __ 1/%½>i :,: ... ~:/>·', 1~==c-~1Jil,..-,\""'1...,~--::c-"-_.,,,-F===FC,..,rf-J~ :. -//~·//1/,, ,, / .... ~ / / // .,"' . \\ I \I ___ ! ' I i -, I / / ...... ..:.· ' -,- -, J I / / / / / / / • •• nlVl /11 • ~ .%i .• l ,.lllJl.l}-lt?ttr, I ,,,. ,,/ / , , J+------0 11 , / , / / / ' ';z';:::t·:;i,r .....,1~--0 / L.,LJ,L,/\r ~c.+-,++--";--11 --Q / I I I I t I I ...... r ~ , • I it 11 1,~~/IM,', ;ti:;: • .,7~~ • 11 i I + 11 RETAINING WALL NOTE /\ / I \ I \ I \ I \ I \ AS SHOWN ON "TYPICAL DETAIL· RETAINING WALL" ON SHEET 3, HEIGHT OF WALL "H" AS SHOWN ON THIS SHEET REFERS TO EXPOSED HEIGHT OF WALL FACE I I I I I PREPARED BY: ADDITIONAL NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PR/VA TEL Y MAINTAINED. 5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT A MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEV/A TION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. 6. EXISTING SEWER LATERALS AND CLEAN OUTS COULD NOT BE LOCATED. ABANDON EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.11. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 7. WATER, RECYCLED WATER, AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. THESE PRIVATE UTILITIES WILL BE REVIEWED, APPROVED, AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. CONSTRUCTION NOTES ([) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED (g) PROPOSED 4" SEWER LATERAL @2% MIN AND CLEANOUT, REFER TO CSD S-7 @) PROPOSED SEWER CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD STANDARD S-6 © PROPOSED 6" SEWER CONNECTION, REFER TO CSD S-7 @ PROPOSED 6" PCC CURB & GUTTER PER SDRSD G-02' @ PROPOSED 1" /RR/GA TION WATER SERVICE, METER AND BLACKFLOW PER CMWD STANDARD W-3, W-6 ([) PROPOSED 2" DOMESTIC WATER SERVICE, METER AND BACKFLOW PER CMWD STANDARD W-4, W-6 @ PROPOSED 6" FIRE SERVICE AND 6" DDCVA BACKFLOW PER CMWD STANDARD W-9 @ PROPOSED 20' WIDE PCC DRIVEWAY APRON PER SDRSD G-14A' @) PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-25, GS-28 @ PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-27, GS-28 @ PROPOSED MASONRY RETAINING WALL PER SDRSD C-03 @ PROPOSED 5.0' WIDE DG WALKWAY @ DEEPENED FOOTING PER ARCHITECTURAL PLANS @ PROPOSED 6" AREA DRAIN @) PROPOSED RIP RAP ENERGY DISSIPATER PER SDRSD 0-40; ROCK CLASS = No.2 BACKING T = 1.1 FT (l) PROPOSED 12" X 12" BROOKS BOX OR APPROVED EQUAL. INSTALL FROG CREEK PARTNERS GUTTER BIN ECO DROP INLET {TRASH CAPTURE BMP) PROPOSED 12' X 12" BROOKS BOX RAISED PLANTER BIOFIL TRA TION EMERGENCY OUTLET. INSTALL FROG @) CREEK PARTNERS, GUTTER BIN ECO DROP INLET {TRASH CAPTURE BMP) @ PROPOSED AC GRIND AND OVERLAY STREET HALFWIDTH PER CITY OF CARLSBAD STANDARDS @ PROPOSED PCC RIBBON GUTTER SEE DETAIL SHEET 3 @ PROPOSED PERVIOUS PAVERS SEE DETAIL SHEET 3 @ PROPOSED PERV/OUS PAVER 6" PE RF ORA TEO PVC SUBDRA/N; SUBDRAIN INVERT 3" ABOVE BOTTOM OF GRAVEL STORAGE LA YER. @) APPROX/MA TE POC FOR PROPOSED 1" DOMESTIC WATER SERVICE @ PROPOSED PRIVATE 2' DOMESTIC WATER SERVICE @ PROPOSED PRIVATE 4" DOMESTIC WATER SERVICE @ PROPOSED PR/VA TE 8" FIRE SERVICE @ PROPOSED 4" FIRE SERVICE LATERAL @ PROPOSED 3" AC GRIND AND OVERLAY @) PROPOSED AC PAVEMENT SAWCUT SEE DETAJL SHEET 3 @ PROPOSED FLUSH CURB @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD W-17, W-18 @ PROPOSED FLUSH CURB SUBGRADE CUTOFF WALL 'AS MODIFIED PER CITY OF CARLSBAD STANDARDS I ~ '<..~ G L~t,s '< ->..'-.s'a ,._ ~ No. 80356 Exp. 12/31 /24 11'~/f CJV\\. fj!f OF' CA\.\~ CITY OF CARLSBAD TENTATIVE TRACT MAP I SHEETS I PASCO LARET SUITER ~ #\~~~!C!#\llE~ San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com I ENGINEER OF WORK: 1YLER G LAWSON DWN BY: EAA DAlE: CHKD BY: BAK RCE: - RVWD BY: TGI,, 3.0' 10.0' 5.0' DEDICATION 5.0'14.2' 5.0' 3.0'3.0'3.0'8.2' 1.3' 2.0' X 1.1' 6.9' 14.0' 4.0' X X 2.1' 6.9' 14.0' 4.0' 24.0' 0.3' X X X FENCE PER SEPARATE LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE TW PER PLAN = TOP OFWALL AT FINISH SURFACE 0.5' MIN COVER OVER FOOTING PER SDRSD TYP. BW PER PLAN = BOTTOM OF WALL AT FINSIHED GRADE *H = EXPOSED WALL HEIGHT = TW - BW 6" PERFORATED FRENCH DRAIN WRAPPED IN GEOFABRIC MIRAFI 140N 0.3' 12" 8" PONDING DEPTH 14" 11" LAYER OF 3/4"CLEAN CRUSHED ROCK; **SEE NOTE BELOW 4" THICK CHOKER COURSE OF 3/8" PEA GRAVEL 18" THICK LAYER OF ENGINEERED SOIL; *SEE NOTE BELOW STRUCTURALLY DESIGNED RAISED PLANTER BOX; DESIGNBY OTHERS PLANTER WATERPROOFING; IMPERVIOUS LINER LDPE 30-MIL ALONG THE SIDES AND BOTTOM OFTHE BASIN ROOF DOWNSPOUT PIPE DEEP ROOTED, DENSE, DROUGHT TOLERANTPLANTING SUITABLE FORWELL-DRAINED SOIL 12" X 12" CATCH BASIN BY BROOKS PRODUCTS OR APPROVED EQUAL FOR EMERGENCY OVERFLOW 6" PVC OUTLET PIPE (TYP.) 3" 6" DIAMETERPERFORATE UNDERDRAIN PIPE PLANTER WATER PROOFINGIMPERVIOUS LINER FS ELEV. PER PLAN TW ELEV. = BMP FG + 12" 3" HARDWOODMULCH CLEANOUT / INSPECTION PORT 4" FREEBOARD GU T T E R L I N E SA W C U T L I N E 3.0' MIN 2.0' MIN 6" PCC CURB & GUTTER PER SDRSD G-02 STRUCTURAL SECTION 4" AC OVER 6" CLASS II AB OVER NATIVESUBGRADE COMPACTED TO 95%REL. COMP. COLD PLAN AND OVERLAY (3" MIN.DEPTH) TO PROVIDE SMOOTHTRANSITION EXISTING AC PAVEMENT FL PROPOSED 3' WIDE 5" THICK PCC RIBBON GUTTER 1.5'1.5' 3.0' 0.05' PERVIOUS PAVERS PER DETAIL THIS SHEET SUBGRADE 1%-5%1%-5%FL + 0.05' AGGREGATE STORAGELAYER LIMITS AGGREGATE STORAGELAYER LIMITSB A A B TY L E R S T R E E T C C D D *BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAYCONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30%COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 5" BUTMAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL12" 8" PONDING DEPTH 14" 5" LAYER OF 3/4" CLEANCRUSHED ROCK; **SEE NOTE BELOW 4" THICK CHOKER COURSE OF 3/8" PEA GRAVEL 18" THICK LAYER OF ENGINEERED SOIL; *SEE NOTE BELOW STRUCTURALLY DESIGNED RAISED PLANTER BOX; DESIGNBY OTHERS PLANTER WATERPROOFING;IMPERVIOUS LINER LDPE 30-MILALONG THE SIDES AND BOTTOM OF THE BASIN ROOF DOWNSPOUT PIPE DEEP ROOTED, DENSE,DROUGHT TOLERANTPLANTING SUITABLE FORWELL-DRAINED SOIL 12" X 12" CATCH BASIN BY BROOKS PRODUCTS OR APPROVED EQUAL FOR EMERGENCY OVERFLOW 6" PVC OUTLET PIPE (TYP.) 3" 6" DIAMETER PERFORATE UNDERDRAIN PIPE PLANTER WATER PROOFINGIMPERVIOUS LINER FS ELEV. PER PLAN TW ELEV. = BMP FG + 12" 3" HARDWOODMULCH CLEANOUT / INSPECTION PORT 4" FREEBOARD ROWCLPL 5.0' DEDICATION 3.5' 5.0'5.0'15.0'15.0' 40.0' 2.0%(1-2%)(1-2%)(3-4%) 5.0' SETBACK PROPOSED AC PAVEMENT SAWCUT EX. 6" PCC CURB AND GUTTER PROP. DG WALKWAY PROP. 6" PCC CURB ANDGUTTER PER SDRSD G-02 EX. 4" PCCSIDEWALK PROP. 8" DR 18 PVCWATERMAIN EX. 8" VC SEWER MAINPER DWG 118-9EX. 1.5" GAS PER DWG 402-6 STORAGE LAYER MIN. 6" THICK OF 34"(NO. 2) GRAVEL (40% VOID RATIO) CHOKER COURSE - MIN. 6" THICK OF 38" TO 12"(NO.57) BASE MATERIAL BEDDING COURSE - MIN. 2" THICK OF 18" TO 38"(NO.8) SAND BUILDING DEEPENED FOOTING1.0' BELOW BOTTOM LAYER OFGRANULAR MATERIAL PCC RIBBON GUTTER;SEE DETAIL THIS SHEET VOID FILLER-18" TO 38" (NO.8) AGGREGATE IN VOIDS PERVIOUS PAVERSW/ MIN. 38" VOID SLOPE BOTTOM OF PERVIOUS PAVERLAYER AWAY FROM BUILDING FOOTING;SEE NOTE BELOWCOMPACTED SOIL SUBGRADE NOTE:-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED -SLOPE SUBGRADE AWAY FROM STRUCTURES AT 5.0% MIN. FOR 10-FT MIN. 1%-5% 5% CL 10.0'2.0' 5% CHOKER COURSE - MIN. 6" THICK OF 38" TO 12"(NO.57) BASE MATERIAL BUILDING DEEPENED FOOTING 1.0' BELOW BOTTOM LAYER OF GRANULAR MATERIAL FLUSH CURB WITH DEEPENED EDGE 1.0' BELOW BOTTOM LAYER OF GRANULAR MATERIAL VOID FILLER-18" TO 38" (NO.8) AGGREGATE IN VOIDS PERVIOUS PAVERS W/ MIN. 38" VOID SLOPE BOTTOM OF PERVIOUS PAVERLAYER AWAY FROM BUILDING FOOTING;SEE NOTE BELOW COMPACTED SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED-SLOPE SUBGRADE AWAY FROM STRUCTURES AT 5.0% MIN. FOR 10-FT MIN. 1%-5% 5% 4.0' STORAGE LAYER MIN. 2" THICK OF 34"(NO. 2) GRAVEL (40% VOID RATIO)5% 4. 0 ' 7. 2 ' 2. 0 ' 20 . 0 ' 2. 0 ' 4. 0 ' 7. 2 ' TY L E R S T R E E T AGGREGATE STORAGE LAYER LIMITS AGGREGATE STORAGE LAYER LIMITS 5.0' DEDICATION 5.0' X 5.0' DEDICATION 5.0' PROP.DG WALKWAY X X TYLER STREET HOMES 3215/3225 TYLER STREET J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-Tyler Street\CIVIL\DRAWING\DISCRETIONARY PLANS 3 3 SECTIONS AND DETAILS FOR: SECTION B-B NOT TO SCALE SECTION A-A NOT TO SCALE TYPICAL DETAIL - VEHICULAR PERVIOUS PAVERS NOT TO SCALE TYPICAL DETAIL - PCC RIBBON GUTTER NOT TO SCALE TYPICAL DETAIL - RETAINING WALL NOT TO SCALE TYPICAL DETAIL - AC PAVEMENT SAWCUT TYPICAL DETAIL - RAISED PLANTER FOR BMP #1-16 NOT TO SCALE PLAN VIEW - SECTION KEY MAP SCALE: 1" = 60' TYPICAL DETAIL - RAISED PLANTER FOR BMP # 17-18 NOT TO SCALE TYPICAL SECTION - TYLER STREET NOT TO SCALE TYPICAL DETAIL - PEDESTRIAN PERVIOUS PAVERS NOT TO SCALE PLAN VIEW - AGGREGATE STORAGE LAYER LIMITS NOT TO SCALE SECTION C-C NOT TO SCALE NOT TO SCALE SECTION D-D NOT TO SCALE I I I I I I I I I APN: 204-010-10-00 49.11W 45.lBW@FG APN: 204-070-28-00 PROPOSED FENCING PER SE PARA TE LANDSCAPE Pl.AN If. 50.41W 46.4BW@FG BMP#l 49.4 FG PROPOSED FLUSH CURB UN/TB FF=47.1 PAD=46.4 PROPOSED PERVIOUS PAVERS SEE DETAIL THIS SHEET APN: 2IJ4-.010-08-00 PROPOSED PCC RIBBON GUTTER SEE DETAIL THIS SHEET 50.4 1W PROPOSED FENCING 46.4 BW@FG PER SE PARA TE PROPOSEDPERVIOUSPAVERS UNIT2 BMP#15 I LANDSCAPE PLAN SEE DETAIL THIS SHEET FF= 47.1 49.4 FG GLIP = 46.4 PAD = 46.4 :;:~:;f't;:;:f I 2.0% I 46.1 FL ~(r~;;;====:=============:====11J@:•:•:ij-:-~:-:~-:-:-J::::fi-. ~~~t-1;/3:@EG) 1 ---·-1,-_I_ ------------_J-_ -------t.,!l,t', sc'---$1 = ~~~ ~FOOTING = D£ TI O !~::::::,i;::LANTER ~ \~-~ROPOSEDSWALE ' ~PROPOSEDPVT2" '\ DOMESTIC WATER SERVICE BIOFIL TRA TION BMP (fYP.); PROPOSED PROPOSED PVT 4• SEE DETAIL THIS SHEET RETAINING WALL DOMESTIC WATER SERVICE PROPOSED PERVIOUS PA VERS PER SDRSD C-03 SEE DETAIL THIS SHEET HMAX = 3.0 PROPOSED PVT 6" FIRE SERVICE PROPOSED FLUSH CURB If. r- 49.71W 49.9 1W 49-9 1W I ffiER STREET BMP#1 BMP#11 BMP#10 UNIT3 UNIT2 UNIT1 BMP#1l --46.0BW@FG 46.2BW@FG 46.4BW@FG I [:J 48.1 FG UNIT 6 UNIT 5 UNIT 4 48 9 ~G I FF= 46.4 FF= 46.4 FF= 46.4 48.1 FG 48.9 FG FF= 47.1 FF= 47.1 FF= 47.1 • •' 46.3 TC 44.4 1W PAD= 45.7 PAD= 45.7 PAD= 45.7 VARIES PAD= 46.4 PAD= 46.4 PAD= 46.4 :.·•::_:. • VARIES ~ (45.8 FL) 43.3 BW@FG ·.\...--,_,,. t===~=::====!=====~======J~==~::::::::=:;==~!Ml~~~J~~;;==~=,;~=;; .. =;==::d .. f. ==;=·=· =,· =:=~·;· :;· ==~ .. =-~~==· ====· :::::::::::::·5~i~~~==~I, ~.;;;.~~~~ -~(43•2EG~-.--: ii, ---1r--------11, --~ 1 1/--\--1-_1:-, _II~----"-11__: --:_-_!!--__: ~:_:____:__:-TT'---':'. : :;-: -----}-LI 01: ~l·l·IJ :l·l·l]-:'.:1-·I; ,cl_-1 TE-------:i ----"Tit cc:--c-c_L __! ---,, rT' ITT' TT ITT' TT~ TII I 1 __ , -_, • ' ' ~,. "• I •-i -lj illj illj illj l!j !J lj l. :f 1: :Tff I --1 -1 --, -1 --1 -1 :L .!.fil ill ill IT: ill I;; ..)...-~=~ -f_J, ff --c._,_~ J =""-''"'' =~~~ ~-, .; Ul, l, f ~I~ PROPOSEDRAISEDPLANTER SDOUTLETHEADWALL ~-~-, PROPOSEDPER"IOUSP.'"=Rs ""' ' •' BIOFILTRATIONBMPITVP.).· AND RIPRAP PROPOSED RAISED Pl.ANTER EXISTING GRADE SEE DET;I~ THIS ;~;ET SEE DETAIL THIS SHEET BIOFIL TRA TION BMP (fYP.); SEE DETAIL THIS SHEET ~ °" PROPOSED6"CURBAND GUTTER PER SDRSD G-02 PROPOSED DG WALKWAY If. If. I If. r-If. PROPOSED PEDESTRIAN _j r-I PERVIOUS PA VERS SEE I DETAIL THIS SHEET APN: 204-010-10-00 I '1 APN: 204-010-10-00 2:1 MAX I ,~h TYLER STREET I 12"X12" GRADE BREAK GRADE BREAK I '1 BROOKS BOX 45.9FG 46.4 FG PROPOSED 6" CURB AND 45.2 TG GUTTER PER SDRSD G-02 45.lFG (43.2 EG) ~-,_ ..,. . l .. ~I, 11 ~~~~= _..,_, w 44.lBOT ---,l ~ ll, W ~ '4!1.7 B~T PROPOSED CUTOFF WALL I fl I ( I I I I I-I I I_ I I I I I •· !_l-nl I I 1111 1/ \ ~ I l_l__ -~ - \1 ~ z I I I \II -\II \II , V - "" " ¢¢¢(,H)¢¢¢ "¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢~ "" ~ ~ - -----i -· • ~ -----" ~ , iq iq is: ,. ,. ~ ..., 1/ / ~ I z l_l__ -"'--1/ \\II :I V \II = I \I/ \I/ ' Ii ¢¢ ¢ ¢¢¢¢¢¢¢¢ ¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢¢~ ~ /'. - =I 1111 --/'. "' ~ // \ °' -\ °' ~- PREPARED BY: f J I I I -_D I I L I I -17 I I ~ '<..~ G L~'-< '< ->..'-.s'a .... ~ No. 80356 Exp. 12/31 /24 :::;If C/V\\. ~ OF' CA\.\~ PASCO LARET SUITER ~ #\~~~!C!#\llE~ San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com t- I I ~- CITY OF CARLSBAD TENTATIVE TRACT MAP I SHEETS I I ENGINEER OF WORK: 1YLER G LAWSON DAlE: RCE: - DWN BY: EAA CHKD BY: BAK RVWD BY: TGI,, 10 0 5 10 20 40 SCALE: 1"=10'-0"FEET nor t hPROGRESS SUBMITTAL NOT FOR CONSTRUCTION HWGRT G HW RT T HW R G GHW R T REF W/D HWGRT HW G R T GHW R T REF W/D HWGRT HW G RT 2 N 56°00'01" E 159.76' (159.84' R1) N 3 4 ° 0 0 ' 4 8 " W 1 3 9 . 9 0 ' ( 1 3 9 . 8 2 ' R 1 ) N 56°00'44" E 159.77' (159.84' R1) N 3 4 ° 0 0 ' 2 6 " W 1 3 9 . 8 7 ' ( 1 3 9 . 8 2 ' R 1 ) 132 134500 0 500 2 114 113 133 135 136 131 50 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE 4 5 45 45 45 45 S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G WM WM W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SC C C C S S S S F F F F F SD S SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD S S C S C S S C S C S S C S C S S C S C S S C S C S S C S C SD SD SD SD SD SD SD SD W W W W W W W W W W W SD SD SD SD SDSD SD SD SD SD SDSD W W W WD YH SD S D SD SD SD SD 0.7%12.0% 1. 0 % 1. 0 % 2.0% 5. 0 % 5. 0 % 1. 0 % 1. 0 % 2.0%0.7% 3. 6 % 3. 6 % 2. 2 % 2. 2 % 3. 8 % 3. 8 % 2. 4 % 2. 4 % 1.0%0.4% 3.3% 1.0% 2:1 0.5%1.2% 2:1 2. 0 % 2. 0 % 1. 0 % 2. 0 % 1. 0 % 4.5% 1.0% 1. 0 % 3. 9 % 2.5%0.7%0.7% 5. 0 % 0.7%0.7% 1. 0 % 4. 4 % 0.5% 3. 0 % 1.0% 1. 8 % 2. 0 % 2. 0 % 2. 0 % 3. 0 % 1. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 3. 7 % 1.2%0.5% 1. 8 % 2. 0 % 3. 0 % 1.0% 1.0% 1. 0 % 1. 8 % 2%2%2%2%2%2% 2%2%2% 2%2%2% (0 . 3 % ) (0 . 3 % ) (0 . 3 % ) 2.0% 2.0%8.9% 2.0%7.2% 5.0% 3:1 5.0% 2. 0 % 2. 0 % 0.7% 5. 0 % 7.2% 1. 8 % 1. 0 % 8.9% HWGRT G HW RT T HW R G T Y L E R S T R E E T MAILBOX XFMR B UI LDING C BUIL DIN G A UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6 B UI LDING D B UILDIN G B UNIT 7UNIT 8UNIT 9UNIT 10UNIT 11UNIT 12 MAILBOX BMP-9 BMP-10 BMP-11 BMP-14 BMP-15 BMP-16 BMP-18BMP-12 BMP-4 BMP-5 BMP-3 BMP-6 BMP-2 BMP-7 BMP-8 BMP-17BMP-1 1 1 1 1 2 2 3 4 5 6 7 8 9 10 11 1213 14 15 15 16 17 BMP-13 18 EL-3 19 19 DESIGNATED STREET TREE DESIGNATED STREET TREE DESIGNATED STREET TREE DESIGNATED STREET TREE DESIGNATED STREET TREE DESIGNATED STREET TREE PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE SPACING WUCOLS TREES - Small Scale Accent MAGNOLIA GRANDIFLORA 'LITTLE GEM'LITTLE GEM MAGNOLIA 6 24" BOX, STD. TRUNK M RHAPIS EXCELSA BAMBOO PALM 14 15 GAL., MULTI M DYPSIS LUTESCENS ARECA PALM 10 15 GAL., MULTI H PHOENIX ROEBELENII PIGMY DATE PALM 4 AND SINGLE24" BOX, MULTI M SHRUBS - High Screening MYRTUS COMMUNIS 'VARIEGATA' VARIEGATED TRUE MYRTLE 5 GAL.5' 0.C.L COTONEASTER LACTEUS RED CLUSTERBERRY 5 GAL.5' O.C.L PODOCARPUS MACROPHYLLUS 'MAKI' SHRUBBY YEW PODOCARPUS 5 GAL.4' O.C.M SHRUBS - Hedge Form MYRTUS COMMUNIS 'COMPACTA' DRARF MYRTLE 5 GAL.L BUXUS MICROPHYLLA 'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL.2' O.C.M SHRUBS - Low Level Accent JASMINUM ANGULARE SOUTH AFRICAN JASMINE 5 GAL.4' O.C.M NANDINA DOMESTICA 'HARBOR DWARF' DWARF HEAVENLY BAMBOO 5 GAL.3' O.C.L LANTANA X 'NEW GOLD' NEW GOLD LANTANA 5 GAL.3' O.C.L HAMELIA PATENS 'SIERRA RED' FIRE CRACKER BUSH 5 GAL.4' O.C.L PHILODENRON ZANADU DWARF PHILODENDRON 5 GAL.3' 0.C.M CARISSA SPP. NATAL PLUMB 5 GAL.3' O.C.L ACACIA COGNNATA 'COUSIN ITT' LITTLE RIVER WATTLE 1 GAL.4' O.C.L WESTRINGIA FRUTICOSA MUNDI LOW COAST ROSEMARY 5 GAL.4' O.C.L MAHONIA SPP. OREGON GRAPE 5 GAL.3' O.C.L BOUGAINVILLEA 'OO'LA'LA' BOUGAINVILLEA 5 GAL.4' O.C.L PAVONIA PRAEMORSA YELLOW MALLOW 5 GAL.4' O.C.L ASPARAGUS DENSIFLORUS FOXTAIL FERN 5 GAL.4' O.C.L SALVIA CHINOPHYLLA SNOWFLAKE SAGE 1 GAL.3' O.C.L SHRUBS - Espalier Form HARDENBERGIA VIOLACEA 'HAPPY WANDERER'PURPLE LILAC VINE 5 GAL.6' O.C.L FLOWERING PERENNIALS LIMONIUM PEREZII STATICE 1 GAL.2' O.C.L TRADESCANTIA PALLIDA PURPLE HEART 1 GAL.2' O.C.M RUELLIA BRITTONIANA 'KATIE' DWARF RUELLIA 1 GAL.1'6"' O.C.L ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL.3' O.C.L KNIPHOFIA 'PINAPPLE POPSICLE' YELLOW POKER PLANT 5 GAL.2' O.C.L COREOPSIS SPP. NO COMMON NAME 1 GAL.2' O.C.L DIETES GRANDIFLORA 'VARIEGATA' STRIPPED FORTNIGHT LILY 5 GAL.2'6" O.C.L CLIVIA MINIATA KAFIR LILY 1 GAL.2' O.C.L BEGONIA 'RICHMONDENSIS' RICHMONDENSIS BEGONIA 1 GAL.2' O.C.M LIRIOPE SPP. LILY TURF 1 GAL.1'6" O.C.M SUCCULENTS AND CACTI PEDILANTHUS MACROCARPUS LADY SLIPPER PLANT 5 GAL.2'6" O.C.VL AEONIUM SPP. NON COMMON NAME 1 GAL.1'6" O.C.L PORTULACARIA AFRA MINIMA EMERALD ELEPHANT CARPET 5 GAL.4' O.C.VL SENECIO VITALIS BUSH BLUE PICKLE 1 GAL.2'6" O.C.L BULBINE NATALENSIS ROOLWORTEL 1 GAL.2' O.C.L CRASSULA ARBORENSCENS UNDULATIFOLIA 'RIPPLE JADE' RIPPLE JADE 5 GAL.3' O.C.L MANGAVE SPP. RED SPIKE ICE PLANT 5 GAL.3' O.C.L CRASSULA 'BLUE BIRD' BLUE BIRD CRASSULA 5 GAL.2'6" O.C.L GRASSES - Large & Small Scale CAREX DIVULSA BERKELEY SEDGE 1 GAL.1'6" O.C.L LOMARDIA LONGIFOLIA BREEZE DWARF MAT RUSH 1 GAL.3' O.C.L ACORNUS GRAMINEUS 'OGON' YELLOW LEAFED CALAMUS 1 GAL.1'6" O.C.H CHONDROPETALUM TECTORUM BAMBOO RUSH 5 GAL.4' O.C.L DIANELLA REVOLUTA LITTLE REV 1 GAL.2' O.C.L GROUND COVER - Organic OPHIOPOGON PLANISCAPUS 'NIGRESCENS' BLACK MONDO GRASS FROM FLATS 8" O.C.M DYMONDIA MARGARETAE SILVER CARPET FROM FLATS 12" O.C.L MYOPORUM PARVIFOLIUM 'PUTAH CREEK' PUTAH CREEK MYOPORUM FROM FLATS 1'6" O.C.L BMP PLANTINGS PHORMIUM SPP. NO COMMON NAME 1 GAL.2' O.C.M JUNCUS MEXICANA MEXICAN RUSH 1 GAL.1'6" O.C. M GROUND COVER - Inorganic ARTIFICIAL TURF PP..OO .. bbooxx 3344vviissttaa,, ccaalliiffoorrnniiaa 9922008855pp:: 776600..772200..99333377 RREEVVIISSIIOONNSS DDAATTEE 1 2 3 4 SSHHEEEETT:: OOFF SSHHEEEETTSS6 PPRROOJJEECCTT NNOO.. ::24-001 IISSSSUUEEDD FFOORR DDAATTEE DDRRAAWWNN BBYY:: CCHHEECCKKEEDD BBYY:: JSS SSCCAALLEE::PER PLAN DDAATTEE::02/15/24 TTYYLLEERR SSTTRREEEETT HHOOMMEESS 32 1 5 - 3 2 2 5 T Y L E R S T R E E T CA R L S B A D , C A L I F O R N I A 9 2 0 0 8 SSHHEEEETT TTIITTLLEE JSS PPRROOJJEECCTT SSTTAAMMPP CITY SUBMITTAL PRELIMINARY - 1st 3/6/24 PL O T D A T E : CITY SUBMITTAL PRELIMINARY - 2nd 5/1/24 CITY SUBMITTAL PRELIMINARY - 3rd 6/18/24 CITY SUBMITTAL PRELIM. - 4th, 5th 8/9/24 CT 2024-0001 SDP 2024-0008 DEV 2023-0081 10 / 3 / 2 4 20 2 4 - 1 0 - 0 4 _ T y l e r S t r e e t H o m e s _ P r e l i m . L a n d s c a p e P a c k a g e _ v 2 0 2 4 . v w x 10/4/24 LL--22 CCOONNCCEEPPTTUUAALL LLAANNDDSSCCAAPPEE PPLLAANN BMP LEGEND BMP NO.BMP DESCRIPTION 1 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 2 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 3 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 4 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 5 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 6 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 7 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 8 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 9 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 10 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 11 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 12 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 13 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 14 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 15 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 16 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 17 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 18 RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED 1 2 3 4 5 6 7 8 9 10 PROPERTY LINE, TYPICAL MAILBOX, PROPOSED BIKE RACK, PROPOSED PERMEABLE ENHANCED PAVING, PROPOSED BUILDING AND IRRIGATION WATER METERS, PROPOSED ELECTRICAL TRANSFORMER, PROVIDED DEEPED EDGE CONCRETE SLAB SUPPORT PAD, PROPOSED DECOMPOSED GRANITE PAVING WITH METAL EDGING WALKWAY WITHIN THE PUBLIC ROW, PROPOSED PRODUCTION CONCRETE PAVING WITHIN THE PUBLIC ROW, PROPOSED POWER POLE TO REMAIN, EXISTING FIRE WATER SERVICE, PROPOSED 11 12 13 14 15 16 17 18 19 SEWER SERVICE LINES, PROPOSED FLOW THROUGH RAISED BMP STRUCTURES, TYPICAL, PROPOSED COMMON AMENITY AREA, SURFACE TO BE ARTIFICIAL TURF, PROPOSED COMMON AMENITY AREA, SURFACE TO BE PEREABLE ENHANCED PAVING, PROPOSED PERIMETER CMU RETAINING WALL WITH COMPOSITE FENCING ATOP.TOTAL MAXIMUM HEIGHT TO BE 6', PROPOSED. PERIMETER COMPOSITE FENCING, MAXIMUM HEIGHT TO BE 6', PROPOSED. INTERIOR SITE COMPOSITE FENCING, MAXIMUM HEIGHT TO BE 3'-6",PROPOSED. 24' WIDE PRIVATE UTILITY AND ACCESS EASEMENT. 7'-6" x 7'-6" CLEAR ZONE TRIANGLE, 36" HIGH MAX. SITE FEATURES AND 30"HIGH MAX. LANDSCAPE TYP. KEYNOTES _J I I I I I I I ___ _j \ I \ \ \ \ \ ) I I \ \ ' \ ' ' □ □ □ □ □ □ □ □ □ □ ' \ L...------------'. -------------~-----, ----------- '"i I • J··l . I l ---- . p ·.I.· . I • I . ! ----------- _;:_ __________ ;;- r--r I I r I ./ / 1.---------• □ □ □ □ □ □ □ □ □ ,, ----------- ----------- 1 ... -· ·-. ..,,.. ....... I I r---nr-- 1 I I I I '!11 I/ 11 __ , __ ~--1---4L-· I • I Ii I I 0 I I I I I I I I +++ ++++ + + + + + + + + + + + + + ++++++++++++ + + + + + + + + + + + + + +++++++++++++ + + + + + + + + + + + + ++++++++++++ + + + + + + + + + + + ++++++++++++ + + + + + + + + + + + + + + + + ' + + + + • :"·.-·. daedalus DESIGN GR □UP Renewal Date Date D. 6 6 6 11 P-25(C) Page 1 of 4 Revised 3/22 Development Services Planning Division 1635 Faraday Avenue (442) 339-2610 www.carlsbadca.gov WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX F P-25(C) WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. * Hydrozone VLW - Very Low Water Use Plants LW - Low Water Use Plants MW - Moderate Water Use Plants HW - High Water Use Plants **Irrigation Method MS = Micro-spray S = Spray R = Rotor RO - Rotator B= Bubbler D= Drip O = Other ***Plant Factor from WUCOLS III or list as water feature as appropriate Controller # Hydrozone* Zone or Valve Irrigation Method** Plant Type/Factor*** (PF) Hydrozone Area (Sq. Ft.) % of Total Landscaped Area Total 100% P-25(C) Page 2 of 4 Revised 10/21 MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equations: Residential: MAWA = (ETo)(0.62)[(0.55 x LA) + (0.45 x SLA)] Commercial/Industrial: MAWA = (ETo)(0.62)[(0.45 x LA) + (0.55 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55/.045 (x LA) ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square feet. 0.45/0.55 (x SLA) The additional ET adjustment factor for a special landscaped area (eg, 1.0 - 0.55 = 0.45). SLA Special landscaped area in square feet. Show Calculation: MAXIMUM APPLIED WATER ALLOWANCE = ______________________ GALLONS PER YEAR P-25(C) Page 4 of 4 Revised 10/21 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1 – 5 with SLA Zone Below – use as many tables as necessary to complete all hydrozones) Process Step No. (Below) 1 2 3 4 5 SLA Evapotranspiration Rate (ETo)* 1 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 Plant Factor (PF)** (From WUCOLS) (VLW – HW) (0.1 - 0.8) 4 Area of Hydrozone (sq. ft.) (HA) 5 (Step 4 x Step 5) 6 Irrigation Efficiency (IE)*** 7 (Step 6 ÷ Step 7) 8 (Total All Step 8 + Total SLA sq. ft. in Step 5) 9 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) - Total shall not exceed MAWA 10 ETo* West of I-5 = 40.0 East of I-5 and West of El Camino Real = 44.0 East of El Camino Real = 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division ***IE Micro-spray = .80 Spray = .55 Rotor = .70 Bubbler = .75 Drip = .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) ** Plant Factor & Water Use 0.1 = VLW - Very Low Water Use Plants 0.3 = LW - Low Water Use Plants 0.5 = MW - Moderate Water Use Plants 0.8 = HW - High Water Use Plants P-25(C) Page 2 of 4 Revised 10/21 MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equations: Residential: MAWA = (ETo)(0.62)[(0.55 x LA) + (0.45 x SLA)] Commercial/Industrial: MAWA = (ETo)(0.62)[(0.45 x LA) + (0.55 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55/.045 (x LA) ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square feet. 0.45/0.55 (x SLA) The additional ET adjustment factor for a special landscaped area (eg, 1.0 - 0.55 = 0.45). SLA Special landscaped area in square feet. Show Calculation: MAXIMUM APPLIED WATER ALLOWANCE = ______________________ GALLONS PER YEAR _J I I I I I I I ___ _J \ I ' I I I I ) I I ' ' ' ' ' \ MWU (D) ~ b.4% ;,!! I MWU 1.0% (D) SD "' @E_ I OF -OE MWU (D) r UNIT 4 MWU (D) UNIT 3 UNIT 2 ,----,---=+ lr-T--,lr-T-=;T I I /I I I I / \ I I I I / \ I I I / \ I I I I / \ I I I / \ I I ~l BUil~~~G A~i I I 'f , I I I I I I I I II/ '---1.i_ll/ Ill I I/ \ I N~ \ I I I I/ II I I/ ',, II I 1L---...l1L ___ ;;I I HWU MWU (D) -=--(D) += ---,----7 IF-n-,lr-T--,1 I I / \ I I I / \ I I I I / \ I I I / \ I I I I / \ I I I / \ I I ,J I / I I J_I / \ I '1 I / \ I ~I / \ I I I / I I I I / \ I I I / I I I I / \ I II/ 1111/ \I II/ 11111,---1 L ___ _; I L-j--...l 1-w w 0::: l:;; I I L I -----------1--__ .J.. --'-+-l I en tn (I) tn (I) c,, I I ,1--1-7 I ,---7 I -ti\L_, /I I I\ /I I I I 1: / I I I \ / I I I I \ / I I I \ / I I I I / I I I \ / I I I I i1 / I I I \ / I 1~ ,, \ I I!"!, I \ / I 1~ I I \ / l'f I I / I I I I I / I I I I / I I I I I/ I I I I/ I I I L_....I.. _ _j I L_..l....-.=i_J_ L ____ _L ___ =j UNIT 12 SYMBOL DESCRIPTION HWU (D) HWU (5) MWU (D) MWU (5) LWU (D) LWU (5) LWU lNI) HIGH WATER USE-DRIP IRRIGATION • 50 S.F. • .80 PLANT FACTOR (PF) HIGH WATER USE • STREAM ROTOR IRRIGATION • 00 S.F. • .80 PLANT FACTOR (PF) MEDIUM WATER USE -DRIP IRRIGATION • 1,341 S.F. • .50 PLANT FACTOR (PF) MEDIUM WATER USE· STREAM ROTOR IRRIGATION • 00 S.F. • .50 PLANT FACTOR (PF) LOW WATER USE· DRIP IRRIGATION • 863 S.F. • .30 PLANT FACTOR (PF) LOW WATER USE· STREAM ROTOR IRRIGATION • 1,065 S.F. • .30 PLANT FACTOR (PF) LOW WATER USE· NO IRRIGATION • 0S.F. • .00 PLANT FACTOR (PF) I ./ / / I 1 _________ _ 10 0 5 ~~I SCALE: 1"=10'-0" I I ,---7 I ,---7 I ll ,---7 I ,-l--7 II\ /Ill\ /II I\ /Ill\'----- Ill /1111 /II II /1111 /I II\ /Ill\ /II I\ /Ill\ /I : : \ BUli~blNGrJi-~\: \ / W: \ ,'M1·:1u--a~A1 I I I / I I I I / "I"+ '111 I / f'I I I / , - 111/1111/11 1\1/1111/11 II \/ Ill I/ II I I/ Ill I/ II II I/ Ill I/ II I I/ Ill I/ II IL_l_~IL_l_~~ ~~-l-~IL-l-~1 L ____ _L ___ =j :t_~ ___ _L ____ _J 10 HWU (D) 45 r=i=-3 II:;~ 20 I 40 I FEET HWU (D) WATER CONSERVATION PRINCIPALS TO BE IMPLEMENTED WITHIN THIS PROJECT 1. GOOD PLANTING DESIGN BASED ON THE SELECTION OF A BALANCED PALLET OF LOW AND MEDIUM WATER CONSUMING PLANTS AND MINIMAL USE OF HIGH WATER CONSUMING PLANT SPECIES. ARRANGMENT OF THESE PLANTS INTO LIKE WATER USE ZONES. 2. THOROUGH SOIL PREPARATION BY INCORPORATING PROCESSED ORGANICS NTO THE EXISTING SITE SOIL. THIS WILL INCREASE THE SOIL'S WATER HOLDING CAPACITIES AND ALSO ENCOURAGE HIGHER LEVELS OF MICROBICACTIVITY IN THE SOIL. HIGHER LEVELS OF MICROBICACTIVITY PROMOTE GOOD PLANT HEALTH AND GROWTH THUS LIMITING THE USE OF CHEMICAL FERTILIZERS. 3. LIMIT THE USE OF ORNAMENTAL TURF AREAS. NO ORNAMENTAL TURF WILL BE APART OF THIS PROJECT. 4. SELECTION OF LOW WATER DEMAND PLANTS (PLEASE REVIEW PLANT LEGEND). MWU / (D) / / ,., ---- l 1 "' PROGRESS SUBMITTAL NOT FOR CONSTRUCTION 5. INCORPORATION OF EFFECTIVE AND EFFICIENT IRRIGATION DESIGN CONCEPTS, I.E. CIRCUIT ZONES BASED UPON SUN/ SHADE EXPOSURE AND SLOPE VS LEVEL PLANTING AREAS, GROUP TREES, SHRUBS, AND GROUND COVERS SEPARATELY FROM LAWNS, USE OF SUBSURFACE DRIP AND MICROSPRAY IRRIGATION WATER DELIVERY HARDWARE, SPECIFICATION OF WEATHER BASED IRRIGATION CONTROLLER WITH THE ABILITY TO MANAGE MULTIPLE PROGRAMS, INCORPORATE ANTI DRAIN CHECK VALVES TO ELIMINATE LOW HEAD DRAINAGE AND USE OF A FLOW SENSOR/MASTER VALVE CONFIGURATION PROGRAMMED TO DETECT LINE AND SPRINKLER BREAKS AND TO SHUT THE SYSTEM DOWN WHEN BREAKARE DETECTED. STATEMENT OF UNDERSTANDING AND COMPLIANCE 6. INCORPORATION OF SHREDDED WOOD MULCH APPLIED TO THE SURFACE OF ALL SHRUB AND GROUND COVER AREAS IN ORDER TO REDUCE SOIL MOISTURE EVAPORATION AND TO IMPROVE SOIL STRUCTURE BY THE DECOMPOSITION OF THE ORGANIC MULCH OVER Tl ME. 7. PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT. THIS WILL BE ACCOMPLISHED BY HIRING A PROVEN LANDSCAPE MAINTENANCE CONTRACTOR KNOWLEGABLE IN THE PRACTICE OF GOOD XERISCAPE PRINCIPALS. THIS CONTRACTOR WILL PROVIDE AN ONGOING EVALUATION AND ADJUSTMENT PROGRAM TO INSURE THE ABOVE MENTIONED PRINCIPALS ARE WORKING TO THEIR UTMOST EFFICIENCY OVER THE LIFE OF THIS LANDSCAPE. "I AM FAMILIAR WITH THE REQUIREMENTS FOR THE LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." DAEDALUS □ P.O. BOX34 VISTA, CA 92085 (760) 720-9337 DATE: 10/3/24 {'city of Carlsbad NA MWU D NA LWU D NA LWU S NA HWU D NA D NA D NA R NA D = (40.0) (.62) [(.55 X 3,319)) = (24.8) (1,825) = 45,260 .80 50 40 .80 50 1,669 41,391 .50 .30 .30 .80 45,260 40.0 24.8 .50 .30 .30 1,341 1,065 863 670 320 259 .60 .70 .80 838 457 324 1,341 863 1 065 50 3 319 CT 2024-0001 SDP 2024-0008 DEV 2023-0081 40 26 32 2 daedalus DESIGN GR □UP P.O.box;+ vista, california ?208; p, 760.720.?lll STAMP R811ewal 0;11:e Dao PROJECT DATE: 02/15/24 SCALE: PER.PLAN DRAWN BY: J55 CHECKED BY: J55 ISSUED FOR DATE CITY SUBMITTAL PRELIMINARY -1st 3/6/24 CITY SUBMITTAL PFtELIMINAFtY -2nd S/1/.24 CITY SUBMITTAL 6/ 1 e,124 Pf:e.ELIMINAF:e.Y -Srd GITl' SUB MITT AL f)/<'1/24 PR.ELIM. -4tl'I, 5th 10/-4/24 REVISIONS DATE ffi ill ffi & SHEET TITLE "'ATE~ C:.ONSE~VATION PLAN I PROJECT NO.: 24-001 SHEET: L-4 OF-~--SHEETS